The URL can be used to link to this page

Home My WebLink About2386 FARADAY AVE; ; 84-632; Permit~\ .., en z 0 ~ GC ct ..., (.) w Q g[ ~ GC 1-z 8 GC w Q' ..... 5 m ii: w z ~ z 0 ~ z w 11. ~ 0 (.) en a: w :.: a: 0 3: 1[ APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. ~ Ir" BALL POINT PEN ONLY & PRES;-HARO 1 ' D I hereby affirm that I am licensed under CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT provisions of Chapter 9 (commencing with I 1200 .Elm, Carlsbad, California 92Q98-1989 (61~) 438-5525 Section 7000) of Division 3 of the Business ____ .,. cD 'M and Professions Code, and my license is in AV. ST.RO. BUSI s LICENSE# VALUATION PER IT NUMBER ~ full force and effect. · -., ,1' Lie No _____ Class _____ 1-.....:;:=--~'..l--fl,£1:!i!!~--,-_..l.....,_Q:..J~~~~~~.::::JL ____ _!~~=::::::::!::::::::!!:~~~-~!!!:!::!!!!~=~-..L....!...-J....,....-L-/-~...::.J ,......,"""--------~l-l--#--~-,-"""---JC..:::::'--4 . -V I hereby affirm that I am exempt from the Contrac-tor's License Law for the following reason (Sec. 7031.5 Business and Professions Code· Any city or county which re-quires a permit to construct, alter, improve, demolish, or repair any structure, pnor to its issuance also requires !heap· plicant for ·such permit to file a signed statement that he Is licensed pursuant to the provisions of the contractor's License Law (Chapter 9 commencing with Section 7000 of Div1s1on 3 of the Bu'siness·and Professions Code) or that Is ex-empt therefrom and the basis for the alleged exemption Any violation of Sectmn 7031,5 by an applicanl"for a permit sub-jects the applicant to a ·civil penalty of not more than five hun-dred collars ($500). · 0 I, as owner of the p'roperty, or my employees with wages as their sole compensation-, will do the work, and the struc- ture 1s not intended or offered for sale·(Sec 7044, Business arld P.rofessions Code: The Contractor's License Law does not apply to an owner of property who bmtds or improves thereon and wfio does such work himself or 1hrough his own employees, provided that such improvements are not intend-ed or offered tor sale. If, however, the building or improve- ment Is sold within one year of completion, the owner-bmlder will have the burden of proving that he did not·build or im- prove for the purpose of sale). 0 I, as owner of the property, a_m exclusively contracting with licensed contractors to construct the proIect (Sec 7044, ~~~1~~~; ~gt a~~~~ef,;'~~~iifr"~, p~~~e~t~n~~gtg~lfd;i~~~~~ proves·thereon, and who contracts for each proje_cts with a contractor(s) license pursuant to the Contractor's License Law). D As a homeowner I am improving my·home, and the follow-ing conditions exist: 1. The work is.being.performed prior to sale. 2. I have lived in my home tor twelve months prior to C011Jplet1on of this work., 3. I have not claimed this exemption during the last three years. I 0 I am exempt under Sec. _______ , B & P.C. tor this reason D I hereby affirm that I hav"e a certificate of-consent to self-insure, or a certificate of Workers' Compensation Insurance, or a cer11ft~py thereof (Sec. 3800. Labor ·code) · POLICY NO · \ COMPANY (} 0 Copy Is f1led w,th the city \:.:.t D Cert1f1ed copy 1s hereby furnished CERTIFICAT~ OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section, need not be completed 11 the permit 1s for one hundred dollars (SH)()) or less) d I certify that in the performance of the wor1<. for which this permit 1s issued, I shall not employ any person m any manner so as to become sub1ect to the Workers· Compensation Laws of California NOTICE TO APPLICANT If. after makin;i this Cert, hcate of Exemption, you, should become sub1ec1 10 the Workers· Compensation prov1s1ons of the labor Code. you must forthwith comply with such prov1s1ons or this permit shall be deemed revoked D I hereby affirm Iha! there 1s a construction lending agency for the performance of ttie work for which this permit 1s issued (Sec 3097. Clv,1 Code) Lender's Name_~----------- Lender's Address ___________ _ atoc;K ~... ---r&-.TRACTOR . CONTRACTORS PHONE# (p "?- I OWNER'S N:tE O I nt:7 µa UM t.-at1... s55o ... l w I~ ~~ ·CONTRACTOR'S ADDRESS LICENSE NO. PLAN 1.0. # I OWNER'S MAILING ADDRESS I---J..;;...;/11vtG:.....;..;..._ _______________ -+ _______ ,---+----------t------:----::-:-:-,c--:-----1 : 7-::,,'q;,e,, @\,'~ /2&iJt:J SM PIG7be:> OESIG;1ER . ...J. LICENSE# STANDARD PLAN# 1 · · -~-· _.__. ~G _c;;_'l/i.W~f S.::;._"-=---/1-~----1------------'----'~ : u~~c.r Q_E£:j_C:..e._ e~~ i 031b'S~ $/r}I Pteeo ';£~'Jf Til7 F/P FLA ELEV. NO ~GP Ebu J RIES 1 vo NO --~ ,{.p/ b/~3/L.:.,c''.:,:.J/ :J'K'.! :,., 1 ,1 : CENSUS TRACT GP LANO USE PARKINGSPACE RES UNITS GRADING PERMIT ISSUED :~~~VELOPMENT OCCLOAO FIRESPR IJtJl)1:-';::)i:,/ '.J./clt)/ ,·';', !:i);;;.J/.: ':/: J. ,.,,e-y D N D vO N y NO Not Valid Unless Machine Certified : QTY. PLUMBING PERMIT -ISSUE ..f;:-QTY. MECHANICAL PERMIT -ISSUE .3 SUMMARY/ACCOUNT NUMBER I t;;;;;;-...rt---------------------1,---+-a· -I EACH FIXTURE TRAP INSTALL FURN. DUCTS i.JP TO 100,000 BTU ~--BUILDING PERMIT 01-00-00-8220 j -~, -3 ..... I / ·EACH BUILDING SEWER _,__ OVER 100,000 BTU I H ,,,u,., L""'" ------ Clf.:?M OCDFl.,HT 01-00-00-8221 -EACH WATER HEATER AND/OR VENT BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 01-00-00-8806 : EACH GAS SYSTEM 1 TO 4 OUTLETS BD'iLER/COMPRESSOR 3-15 HP • -TOTAL PLUMBING 01-00-00-8222 I EACH GAS SYSTEM 5 OR MORE METAL FIREPLACE _ __ ELECTRICA~ 01-00-00-8223 I EACH INSTA~ .. ALTER, REPAIR WATER PIPt VENT FAN SINGLE DUCT MECHANICAL 01-00-00-8224 : EACH VACUUM BREAKER MOBILEHOME 01-00-00-8225 MORII FHOME PARK INSP I ···--·--··-··· C'nl 11.D I EACH ROOF DRAIN (INSIDE) -vVLMn 01-0.ll:.illl:.822. I 1--~------------~--,..._-~~-.-,.i, STRONG MOTION I -" I TOTAL PLUMBING l ~ltit:->rttlNI\Lt:ti-> 80-92-33-0519 ,..,,...,-,.....,...,,uu1 ,...,.,.,.. 01-00-00-8227 : QTY. ELECTRICAL PERMIT -ISSUE ~ b-=-.. . QTY. SOLAR -ISSUE I II P®h_lC FAClh_lTll:S FEE_ -----------• --• -··--·--· -32-00-00-893) BRIDGE FEE ... : NEW CONSTEA AMP/SWTIBKR /"2,.00,r _ ·:.. COLLECTORS . 1 VVHVV~, L• t 1 PH ({ 3 Pj (n'(}O -STORAGE TANKS . 11 vu .. vvuu <::ri.inni '"'"· -DISTRICT I EXIST BLDG EA AMP/SWT/BKR ROCK STORAGE " J ·1 PH 3 PH ' . PUMP : REMODEL:ALTER ·PER CIRCUIT . , PLAN CHECK FEE I ' J TEMP POLE 200 AMPS OVER 200 AMPS TEMP OCCUPANCY (30 DAYS) TOTAL ELECTRICAL .,., . .,.. ... .,, 1 .:fao.r.- ' ~ .. -,,. : TOTAL SOLAR r.::irlc::h::irl 80-92-21-0519 Encinitas 80-92-22-0519 San Dieguito 80-92-23-0519 San Marcos 80-92-24-0519 LICENSE TAX 01-00-00-8162 -MFF 80:92-57-0519'2.J ,bl 'I-, f ~,:; lC/017 - CREDIT DEPOSIT L '7-'7 OtO -"':> TOTAL FEES PAYABLE I '1'~_3_,I~ * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER 5" O" DEEP AND DEMOLITION OR CONSTRUCTION OF STRUCTURES OVER 3 STORIES IN HEIGHT l l I I I l l t I I I I I I HAVE CARE FULL y EXAMINED THE COMPLETED "APPLICATION AND-PERMIT'" AND 'DO hl,EREBY CERTIFY· UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDl('{G THE DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS _ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON- S'fRUCTJON, WHETHER SPECIFIED HEREIN OR NOT. I ALSO(A~Rl::E. TO SAVE lNDEMNIF)'. AND ':2!t':::":'Ssf::!=~r~~1F-~~~!2!!!..!:~~~Ll?.'u.l!!Ll!!!:l§.c--=4'~~~~----------,_;,--------I KEEP HARMLESS THE CITY OF CARl:,pBAD AGAINST ALL LIABIJ.,ITIES, JUDGMENTS, COSTS AN EXPENSES WHICH MAY IN ANY WAY., ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF TH GRANTING OF THIS PEf!Mt"F,---.r· __..,.,.,.,,._ BY PHONE O ;· ~ ,< ~ll.BNt~'f ~·· --1 \ Q) u:: >, ~ 0 C. E ~ I "O 0 (.:l c Cll·--~ C. C. <( I -"' ·a a: ~ 0 en en Q) en en <( '· 3:: 0 ai >- Cl) en Q) () 0 0:: Cl) cii 0 §: Q) () C Cl) C u:: C: Q) 8: (.:l 0 0 Q) C. en C 2 .c 3 _ . __ . ~-_ ;:·:·_ .• :({ / · . ,. .. . _ _ .... _. __ -~ 1 . ,c ~ ~~:~:~;~;_.)'{;~} 1t~:~-~ J~:~1-; i:t·t::··: >-:: , :·: .. -&,~~:~: ·· :_::··:,}~Dil2f::-\;)\ :. '· ll ",'·'TYRE .·, \·.:··, . 'DATE .:INSPEGibEi::. ..\: <·.·---,-.'li.'t' l. ,. <.f.L:. :-,,,, ... ... . . %':-!. ' .. -: .. A ... ·Ji ·.;:"··:·-,,,, \ ... ~ ..... -~. .· "·--· . <·::::::: /: au1ioi~-~-,. · :-. ;,·'t: . ·, . . ... ·_; _ . , _ -~· :_: ·;_ · ·:·: :_: _ _.. . .. · '>L·~(~?. 1)};: ~:::. r,r:tJ; , . .. r . ·· .. . fi-. :;::~B~~~t:J:(p:~: ... : .. -·; :/'."Z>: 0 ·,'··.'fn· /. ·<\-.. ~;-;··: .. , -... , J :,, flEL:b!1~~PEQ'PIOf'l·REOGFHr J\?~;-: ,;~,~1:NF.?;R,GEEJ .SJ!J:36:_L .. ~: :;~.: . _. . : :,, ( '.: .. " . R~Q~l~E,~ ~.PJrc1.~L '.~?f'.E~TlcJ_NS • • .., ~~~ '::.· 1...:.. ... , INSPEC::7-IOl>J REb. 1F ·1NSPECToifs'.1· .,CHECKEP · A'RPR9Y,·AI/ - ;:._, BA:P.E 'r ,,,. . ';·, '~: '.C ~NS]?E¢}0R,'.S: r:-,/6TES, .~_i, _it,""-:..,: ";~· .... , __:___~., ;:tJ~ _~_::Lt_, ,,,;i, r·\~~,\~?i~r; .. '{~'\ ::,-.} ( t' ti:.1{~q-liz~iA~qut __ }//:~---~-~_:):}~r;c::··:· ·: .. :· :? . .fl100B~&;;.CEILING-SUB,:F,RAME. 11 .• . , ~:z~tfg~~f~G:· : < 6 ~~60~:= ·:: "<c.F~fi~AR · __ -· I .. ·1 ·--. I sd.11::~-CQM.PLIANGE 'PRIOR: to · -FOUNDATION INS_P . •-i.!« ., ' I'- ~_;__±,_j-',t:J k-j ,;~~-. -\//~;':;::y ~:·"~;,:~· : .. , ? l\' ~ •; I"': \. _,_;. ·-~;g_B~Mi;:~·~:. ·: .· , .-: . :::-> .:: ~ : .. ;:: ~?.-_ ·t ,: EXtERl0R 1.:)\TH· '' -~ ,_ ...:, ... "', ...... ,::, -, .,. .• i '·. ~ -. l STRUCTURAL emiCRETE OVER 2obo F'$1 . . '· " ;,; ')~~l:J~~~r!.qN .~·:_::· ... ~::/·~-: : I' ' ''.. ~ts;::.Jtr;O ?-~-:, : ,JN1:J:;RiOF.J'.J:a.AcTl'i:! _&,·l3>8YWP,.LJ., .. A . . POST TENSIONED ~ t. ·t ·.) L ,, _l .I T .a ... ,.,' •• ,:;---! ,1" ... J· ~-cc{", f>, -~~·~ ..i---"'-·· .. , \- 1· ,, 1/.: :-.. _ f'.. ,i;.> ./~ , : . . • . .:': " /· .n .. ... 1.-( ~ -.,., _ _9<;)NyBFJ;j:>t:ft:, ~~· ~:·: •.. · ::;( -, .. ·--~~ i,,X· '., ·· ·.-RlUMQ_IN,G.·; -~.: ... : .f: :. · :-:-~'\_\".-.:~ ,,e1~p-wi:~01~G .. ~ ., --~-} ~ r {t:~t~(::LJ~~:iei i~;i0i6:JtYER' ···· ...... •· ;;' S c '.'. .. '. !~!:[~<J.!) ~ ' .. , . TO.PQU:r'. . · U.WASJ:E, ., ·· 0 Wr,\TER . , ... ·. . . · . L·. ',, .,... ,._. __ ......... ,, .... -.•.. -~·... .. .... . -.... .,.-.. .. •. .,. . -·J ,"' -! -.... --... _. ·1 · ·:;· ,:~rlifs.AN°Jj·sHow1;:R . .PA.f;C .. _ .,.:. · ., ·:/1 ·. .. ,--.: --: .·,: , . .y t·"?(·· ii... 1 v-., \:·:;;,~'.l1\-v;:'-{,;;.tl-<.) \ ,; ~_.:',,' :_,:-~~4,~~, ____ -•_' ~ -,.1.>~-~ • I ·. -: ., .. • i •.: l~.; : '• ~ \.,, •--·----~~--· \ •--~----'-'----./.c __ ,. ___ :s, _ ___::__~ __ ,_,_c .... ,, I -, -~ -~ ".. ' _·:_~\:.~ --. -~, -·.c, __ , -~~~JF4-1~ . ..:. ,. 1 .. ~;:,,;:~' . ·},:~k:. :":'.:· . . \ ·jl >,· ... -, .. \/~\ '. ~::~ .. J~ -'• ',"'i . · ·,, .GAS(fESJ;. . ·.. · · -, : · , . . ·:.;· ,,:;,;Q'-~i¼J~~::H ~~TJ;Rf_ : 6 "SP.4A~:.WP;;f~R. .. ·:' ·, f' .. 'l··p_1L1;s c;t1.1s::io~i ··; ,,·_:L, :qTf· . ·,_-,__-_!Ji_ 1.·\~} -·: ... ': ::_,~ ,. ,_,. -. -1 .. -, .. 'h .!. ' ... . ... I, i\ "\." ' - ,jl...} ~l-,-:"' - :'_-! ~;< '51 f:-1 ~ i. i !'··: r.··. t ~- :: ) ', -.. -..... ·.,. ....... ... -., ... -.. . . r ',: .. '.5~ELECT}'{iCAf ,;_~d: .. \'., :t,:' :~~~~~~~~~~!.~-;~~X:NP.,; --~: ~-~F~:~·l ' ' ,·:: ',I. "I -~_;:g;:~g~~~~-~-~.:B::b&::·~~~-~~:1iitK~ ... :._.1: • ·:~~-.. ;..! '';. ,_ .. --. ,./Y:..:~~-,-~ "":~ -;\\"--,-~).:~-/\ .,.-.•\,\. -_:'2.._~______r______.. __ _ •• ;,, ... , .. r '~-.. , .. ··111 . : \ ~ Li,, L ___ '1, ''iJ, -r· .. -:.j .. ,_. --_. -.-: : -r ,;:·,_ .. :· 1 !!_"t·;~~ ~ .... , ..... , ' .•..r,1. --• \'*·"v•: {~ ...... _~ __ \ ' .. ;:_...,.-~ .... ~ __ ":_i-"',.:*-\, ;~ .) ·:.i;s.~1§.~-_·'?f .. ~: ,, .. ~z-~~~:-~-: .·.. , _., _. -~--0t~~y:? ··-.. ,.· -~, ~ ·? '/ : .. i~f ~!~:! }£jif {;1r1N!•2S );;.,~~ ~L.;:::~;'~·;.:.,~~c~:::~,·:11) · .. ,;~ '·· .. ·,. , ... c.~c' .;.:\ •.... ,.·· .. \:: .. ;:r/'./ t .. ~ .. J:~:::~ ' .... ·.·.,,. . ' .• ::j . ~~--~-. I:-;:-::: c~:~1~-->··. -~-' ){-... ·~.: > .. J ' ~--.~-__ ,_._ -J_. ~"-~;~-~ --t -.':/ .:< t;A-1/CF<;JB. F!NA.L. lNSPECT:16/iJ . .WfilE'tifALE' APPRPPBIAti .. .. ,·, ... ITEMS ABOVE'HAV£1.BEEN.AP,,PR.OVED,.· -· t :,. :_: -- I ', '"'·-. ...'. l~('.. ·li·~:;:t>;;\':.:/'·,..:.,<j~:. > .\. <<•'_'.;.~:':·.,--1 ·:.c-· "''-, ,.5·, \<a:1}:-·,·-~--\.: ·,.;.,-;:,f:,_,~,, h r;, 1\ lt'· .~: ':, :,:.·-:· /::. ,,;;• ~·.::-::> .. , . .,.,.::';. ~~ -~::/ .,'.' ··,~-. '.:_: · · · FINAL_'·.: . . . -......... .. },_t::ffiMijlrf~? '; "ELEdtRIGAI.. · / .---~-,~~ ·: M$¢HAN°1¢"J.i.if" . :-GA'p: .. ; .:~" .. ;·--~: · - ...... , J ·~--r-· ,, ,, :: . ;-_:· ·. ·11· C '~. . . ····~'·"<1\f~:;~ ·. ·," f'.'.· •. · ..'. -1,. ·1 ·. ' . ·, :--· I \ 1 , ' .. , .. " " .. , 2;.-,, "· .• , .. "·" I ' . • .. I . . ;,. r-t · -i_; . ' :t~-: '? t 11 '·. ~· \11 ,' 1:3,lJ'I_L_QlNtf":( '._ _ ~-K::~,· ,; X <:i', 7 , ;;f ~:,,"~' ·-\~;.:~-,, ·• .. • :;(;;~}~i\~ \;\;/'. ; ,: \1 _\. s~:1:: _:·-: ~~'.,. ~:~~~}···: ~ :: .. -. . ..... ·,-. ... ,;:., .. ,1,,, .. .f'v:~1~·'i;,$•9'k)~;» . ..'l,J,_, . i~.-\: '.i,-.l ,_, •. ·;t' -.... . . '. ''. ·1 ___ ,. .• :f~ ,.'. ! ·.:.. ·~ -·-·~-~;-. ',• ·. . . -~,;· \·'~-:: ,,,_'..';,. ~:d;:'·_ . . SPE¢lAt;'cbt,,!oi:tro}~s·. , ...... '..:.1'1 II .. '.. r. ·.I ·1:,,,<. :_.,., ·fl.. . ' C. ' .,.:~,.~ .,'"<),,~' ' \J • ,. 4' _, i' ') -,i!S,.;~~·" ~::,~•,-._,,,,,_~" ~ ... f '·i . -1'~ :: ~: :· -, -, ~; '•, -. J;·. <, ' ~ ·. ,•: . : .. : ·Jt· , ... :-:-·-11--..:,_ ' ' ,_,, ·' ,,.,.,: '•., ~-~"''"'<jt.,"l:."N,,,i'<."-,. .:~ '-' 0 '~,. , ; \ .. '.,t_:.,;,;"'1~.-~,.,;, ... ,.1,-,i:,,r'~, .., !: .... l " -~- "'~' , .. .. ..... . '" . '''·-~. _}~~:/.~~ ·~, :.l• .,, . -z-;;-,:~~~~, . ,:, \ ,._,.v~ ·, .... ...,-,.,, ~) Ill z 0 .:: c( IC c( ... u l&I 0 ..___~~ Cl: I[ (J Cl: l&I 0 ... 3 I l&I z 3 0 z 0 .:: ~ z l&I IL :E 0 (J Ill ic ~ IC 0 3 tl O I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. Lie No ____ _ Class I hereby affirm that I am exempt from the Contrac-tor's License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any ~ity or county which re-quires a permit to construct, alter, improve, demolish, or repai_r any structure, prior to its iss_uance also requires the ap· phcant for such permit to file a signed statement that he 1s licensed pursuant to the provisions ~f the contractors License Law (Chapter 9 commencing with Sectmn 7000 of Division 3 of the Business and Professions Code) or that 1s ex· empt therefrom and the basis for the alleged exemption. Any violation of Sectmn 7031,5 by an applicant for a permit sub· Jects the applicant to a civil penalty of not more than five hun-dred dollars ($500). D I, as owner of the property, or my employees wtth wages as their sole compensation, will do the work, and the struc- ture 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 intend· ed or offered for sale. If, however, the building or improve· ment is sold within one year ~f completion,_ the owner-builder will have the burden of proving that he did not build or im· prove for the purpose o.f sale). rJ I, as owner of the property, am exclusively contr.acting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's license law does not apply to an owner of property who ~uilds o~ im· proves thereon, and who contracts for each proJects with a contractor(s) license pursuant to the Contractor's License Law). D As a homeowner! am improving my home, and the follow· ing conditions exist: 1. The work is b'8lng performed prior to sale. 2. I have lived in my home for twelve months prior to completion of this work. 3. I have not claimed this exemptmn dunng the last three years. D I am exempt under Sec. _______ , B & P.C. for this reason CJ I hereby affirm that I ha ... e a certificate of consent to seff.msure, or a cert,t,cate Qf Workers Compensation Insurance. or a c?ehed · opy thereof (Sec. 3800, Labor Code) POLICY NO · COMPANY D Copy 1s hied with the city D Certified copy 1s hereby furnished CERTIFICATl OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed 1f the permit 1s tor one hundred dollars (S100) or less) d I certify that in the periormance of the wori( for which this permit 1s issued, I shalt not employ any person m any manner so as to become sub1ec1 to the Workers· Compensation Laws of Cal1forn1a NOTICE TO APPLICANT If, after rnakmJ ttHS Cert1 f1cate of Exemption. you' should become sub1ect 10 the Workers· Compensation prov1s1ons ot the Labor Code, you must forthwith comply 'with such prov1s1ons or this permit shall be deemed revoked O I hereby affirm that there 1s a construction lending agency tor the performance of the work tor which thrs permrl 1s issued (Sec 3097, C1vll Code/ Lenders Name ___________ _ Lender's Address ___________ _ ~ALL POINT PEN ONLY & PRESS HARD { I-..::..:..::: CARLSBAD BUILDING DEPARTMENT I _j QTY.I PLUMBING PERMIT -ISSUE QTY. EACH FIXTURE TRAP EACH BUILDING SEWER EACH WATER HEATER ANO/OR VENT EACH GAS SYSTEM 1 TO 4 0 UTLETS EACH GAS SYSTEM 5 OR MORE EACH INSTA~. ALTER, REPAIR WATER PIPE EACH VACUUM BREAKER WATER SOFTNER EACH ROOF DRAIN (INSIDE) TOTAL PLUMBING ELECTRICAL PERMIT -ISSUE NEW CONST EA AMP/SWT'BKR 1 PH 3 PH EXIST BLOG EA AMP/SWT.'BKR 1 PH 3 PH REMODEL/ALTER PER CIRCUIT TEMPPOLE 200AMPS OVER 200 AMPS TEMP, QCCU~NCY 130 DA:x'S) TOTAL ELECTRICAL 5/ YO NO REDEVELOPMENT AREA N D YO NO QTY.I MECHANICAL PERMIT -ISSUE INSTALL FURN. DUCTS UP TD 100,000 BTU OVER 100,000 BTU BOILER/COMPRESSOR UP TO 3 HP BOILER/COMPRESSOR 315 HP METAL FIREPLACE VENT FAN SING LE DUCT MECH EXHAUST -HOOOIOUCTS RELOCATION OF EA FURNACE/HEATER TOH,L MECHANICAL QTY. I SOLAR -ISSUE COLLECTORS STORAGE TANKS ROCK STORAGE PUMP PLAN CHECK FEE TOTAL SOLAR APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. PERMIT NUMBER i}-'°~ BLDG USE CODE STANDARD PLAN# BUILDING SQ. FOOTAGE ,, ,._,,,_ . Not Valid Unless Machine Certified ::,-SUMMARY/ACCOUNT NUMBER BUILDING PERMIT 01-00-00-8220 SIGN PERMIT 01-00-00-8221 PLAN CHECK 01-00-00-8806 TOTAL PLUMBING 01-00-00-8222 ELECTRICAL 01-00-00-8223 MECHANICAL 01-00-00-8224 MOBILEHOME 01-00-00-8225 MOBILEHOME PARK INSP SOLAR 01-00-00-822 STRONG MOTION 80-92-33-0519 FIRE SPRINKLERS 01-00-00-8227 PUBLIC FACILITIES FEE 32-00-00-89JJ BRIDGE FEE SCHOOL FEE -DISTRICT Carlsbad 80-92-21-0519 Encinitas 80-92-22-0519 San Dieguito 80-92-23-051 9 San Marcos 80-92-24-0519 LICENSE TAX 01-00-00-8162 I [..J..J ,_ - MFF 80-92-57-0519 -CREDIT DEPOSIT • -LJ...L4 .............. -1 ~ 0 (!J C co (.) a. a. <( I -""-c a: 0 <I) (/) Q) (/) (/) <( I ~ .Q ai >- rJl (/) Q) (.) 0 a: co cii Cl ~ Q) (.) C: co C u: C: Q) ~ (!J 0 u Q) 0. "' C: 2 ..c: s: I ......--~ ' f" ~ l ._ TYPE I L DATE INSPECTOR 'BUILDING 48<-/--~S':J. f> •· .. ~. ;. C <· . . .. i-:-'' ~- FOUNDATION REINFORCED STEEL MASONRY 1 GUNITE OR GROUT 1 FLOOR & CEILING)>UB FRAME i ./ ./11 - SHEATHING r;l_ROOF D SHeAR -.. I FRAME 1 ~~ EXTERrOR LATH I INSULATION INTERIOR LATH & DRYWALL PLUMBING I SEWER AND BUCO DIPL/CO 1 UNDERGROUND D WASTE D WATER TOP OUT D WASTE D W~TER TUB AND SHOWER PAN 1 GAS TEST I D WATER HEATER D SOLAR WA'rER ELECTRICAL I D ELECTRIC UNDERGROUND D li)FFER ROUGH ELECTRIC 1 D ELECTRIC SERVICE D TEMPO~ARY D BONDING D POOL MECHANICAL D DUCT & PLEM., D REF. PIPINiG \ .,, t!t· ,, ,; 1" I· ,,· ··,---.. , HEAT -AIR COND. SYSTEMS 1 '· • . ; ,11 \ ... • VENTILATING SYSTEMS ·•·:···•:~ .... \.r-) ..... ~•-· . ~-----. ...... CALL FOR FINAL INSPECTIQN WHEN ALL APPROPRIATE ITEMS ABOVE HA V_g_ BEEN APPROVED. FINAL I PLUMBING : ELECTRICAL 1 FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTION SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRU.CTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MASONRY PILES CAISSONS i , ' {\ .. ·r_:.;_~--~····- .'1 - REQ IF I INSPECTOR'S CHECKED APPROVAL l. f.:,C DATE MECHANICAL ; . F l~ ~ '. :~~DING :tPJ>~z =,-·:·:~5-1 ; J '.. ,,J 1 1 SPECIAL CONDITIONS , , -,_/#V, A a.tr - I I' L_ INSPECTOR'S NOTES .. " ~~ .... ; .,./.,.,,,.,, ~ I .>; ' ~. ~i,:-·~-·, -· .,. -· * ., . . , .. ·-.. ~ '· ~ .. . _.;:,,.,,:- ·~ \ ..... y -,~ --' . ··~,;. . =-~ '1 - ,·• ... _ -~_._!} _I_ , , I• ..... APPLICATION.FOR P.aANIJ:'t-:To-coNNECT TO CITY SEWER SYSTEM. , -~ . CITY CARLSBAD :; t·;,, ~---'·"·t OF .l, 1.,.;_ t) -/J.f'I '• .. ' -SE .,.. H, ENGINEERING DEPARTMENT 438-5541 1--, .. "--r . -I APPLICANT TO FILL ISSUED BY S/23/e.r FOR IN _, DATE ISSUED BUILDING ~-;;• -I ( I ........... ~,,-r"";,1 . ,,_.;~: .:' ADDRESS -J f t ..., , , VALIDATION .. ... -~ . JI , '-{.)Vlf}-t AA1 -,_ OWNER i I J J.--1---.t...~~-t....A- l > -y·:: ;#..:. "} :=i-'\lj;i /V<!f ~~ ,,;' J#, l : .-·',..,,(_,;-,~ MAILING .::.;\;V ,::~ ;,;,~,~~ ADDRESS LATERAL CHARGE COMPUTATION ' '~ 1- CONTRACTOR \ p;' ·i;::.1' STANDARD 4" (Max. H • 30', v. 10') ... -A,1...-OVER 30' H. @ FT. ,;_f It;., f:;;:::, . , OVER 10' V • @ FT. CONTRACTOR'S ·. ADDRESS -· STANDAl;lO 6" (Max. 30', 10') '• ti• V. ... 30';·,.:i;:: -OVER @ FT. NEW BUILDING ~------... I EXIS;rlN~ BUILDING_ I OVER 10' v.. @ FT . .... . LEGAL DESCRIPTION ,i ~-;_. t,''~~-,A< ,t;; .,:};.. 4-4/ • i~ ( > ~ / .(.; ._ y "(' I ; :.... TOTAL CONSTRUCTION COST ' .. ~~ i."" ;,.~i~-~:_:. <;.,p. .... -.,, J 4 l~ ...... :;j.l ,t .. ;;.."I,..:::. /1' --~ ,f,,,.-1_,.,~J-.. : ,:,:1: •,.,-, SERVICE CHARGE (REPAVING ETC.) . TOTAL LATERAL CHARGE .. . '• . .. --I REMARKS: l~,....,.-l. v,,('_ -.~ ... -t ..;.,. ...;_r., ,; 1 · . ':'"J I ,.,,. .. , ..,..j.-t" t / . LINE COST DATA .. . -~ ... '--'~--~.;:~ --· \ ··) '. ., / :-...,_·_ r A· ·. , r ,~ /-( " __ , , / -·--··---. ' . l ,· ... ) . -·· ASSES$MENT DIST. NO_._ I,. t:"~;1'_ i_' ~. ', ~---_l ,,.;:::;.....-{r 1;,~ II ..... --.. . . ----·-FRONTAC:3[=; .. .. COST PE.R FT . TOTAL .. ·• .. '' OJHER .. LATERAL LOCATION CONNECTION f,EE I i-:· :)J. '/ II fl .·, I --I !i; I I C/) NO. UNITS"' -• (,, COST PER UNIT; . TOTAL -, , "\ ('"\ PUMP STATION FEES '-l,,I '-./ --· NO. UNITS -COST PER UNIT TOTAL -.• I . I ~-~ st-.· ~-4.lj ~/(. - TOTAL CHARGES (LATERAL ETC.) LATERAL NO. INSTA!,.LATION DATE WHITE: Engineering GREEN: Fir\ange YELLOW: Sanitation PINK: Buildi~g GOLDENROD: Permitter _,_-- -~ FINAL BUILDING INSPECTION PLAN CHECK NUMBER: DATE: PROJECT NAME: --------------------------------- 2 ?.8~ rn~n.day and T. I. at 2386 Faraday -offices PC# 85-503 ADDRESS: ____ -_,.., ___ ..., ___________________________ _ PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: TYPE OF UNIT: __ 0-'f-'·dj=---· l.-'-' c_"'_~_S_i_l•_;_l_l-'{'-i:l_O_~_·lc,_) __ NUMBER OF UN ITS: CONTACTPERSON·~ ___ D_·u_v_e_~_s_t_e_l_l_t'9_0 _r ______________________ _ CONTACTTELEPHONE·~--------•_1_3_8_-_7_6_2_~-~------------------ INSPECTED ~ BY: ___ __,.~~'--=----- INSPECTED BY: _________ _ INSPECTED BY: _________ _ DATE Lt ~ INSPECTED: 2-uC::. DATE INSPECTED: DATE INSPECTED: APPROVED. _LolSAPPROVED __ _ APPROVED __ _ DISAPPROVED __ _ APPROVED DISAPPROVED __ _ COMMENTS:·------------------~--------------- Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: DATE: PROJECT NAME:------------------------------- ADDRESS: 2386 Fnraday PROJECT NO.: _______ UNIT NUMBER: _______ PHASE NO.: ______ _ TYPE OF UNIT: OfcITice Shel.l (i:lOt-1) NUMBER OF UNITS: CONTACT PERSON• Duve Steller CONTACT TELEPHONE: 438-7623 INSPECTED e-- ~sTiECTED3-/ <LJ l't~ i;..----- BY: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED -COMMENTS:--------------------------------- - Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION -- PLAN CHECK NUMBER: 84-632B 3-26-86 DATE:· ________ _ PROJECTNAME: ------------------------------- ADDRESS: ___ 2__;;_3_8 __ 6_F_a_r_a_d_a_,,y=-------~~----------------- PROJECT NO.: _______ UNIT NUMBER: _______ PHASE NO.: ----'-."""", _,___ __ "' TYPE OF UNIT: _O=f=di=i=c=e-=S=h=e-=lc..c...l_,(o.;.;.N'-Ce---w'-'.) __ NUMBER OF UNITS: . ~--~-------- CONTACT PERSON: Dave Steller CONTACT TELEPHONE:. 438-7623 INSPECTED DATE APPROVED~ BY: INSPECTED: DISAPPROVED -~N/PEC~ DATE <J,; ... u INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED. DISAPPROVED COMMENTS:---------------------~-~----,,'----~- \. Rev. 1/86 WHITE:"Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOL,D: fire '. ~ ~ ' ' . '' ·,'•1• SAN DIEGO SOILS ENGINEERING, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY April 29, 1985 The Koll Company 7330 Engineer Road San Diego, California 92111 Attention: SUBJECT: Mr. Mike Dunnigan GRADI~G OF BUILDING PADS Carlsbad Research Center 7000 Series, Phase 1, Lot 1 Carlsbad, California Job No. 1330-10 Log No. 3393 Reference: "Foundation Investigation, Carlsbad Research Center, Koll 7000 Office Building, CRC Unit 1, Lot 1, Carlsbad, California", dated November 7, 1984, by San Diego Soils Engineering, Inc. (Job No. 1330-00) Gentlemen: In response to your request, we are submitting this let~er concerning grading of the building pad areas. Grading in the building pad areas has been accomplished under the testing and observation of this office. It is our opinion that the building areas, as graded, are suitable for the construction now proposed. A report of compaction is being prepared. This opportunity to be of continued service is greatly appre- ciated. Please call if you have any questions concerning this letter. Very truly yours, SAN DIEGO SOILS ENGINEERING, INC. Tara S. Sikh, R.C.E. 35454 Manager, Engineering Services Distribution: (2) Addressee SUBSIDIARY OF IRVINE CONSUL TING GROUP, INC. 6455 NANCY RIDGE DRIVE• SUITE 200 • SAN DIEGO, CA 92121 • (619) 587-0250 ·.,.THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNIA, IN THE BUD..DING LOCATED AT: SITE ADDRESS: QQC. ,coo-E\ Ce-e11uq k<i=e:L CA-1c-L.'=::.~r-\C -Number Street City EXTERIOR WALLS cl=,~ 6 PA f.!.AD Ay I C. AR J..S l.3A-D Manufacturer ~ f-1-ih Thickness/Type t.d,;;;,_ R/Value · 1q CEILINGS Batts: Manufacture~ ...J pl\ Thickness oY;t R/Value \I GENERAL CONTRACTOR: LIC .ff BY TITLE DATE INSULATION CONTRACTOR: WESTERN INSULATION LIC.# 290497 B9.Q~ TITLJJ~D. ft~b\S1DATE 4-,~~ .,. .. \)TE OF TIMe~ f' 'i?~ /\PR O 1 iY86 i Aire I l(CLL CONST. _ C ~ ® ~ CONFORM:ANCE QUALIFIED LICENSEE · HE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets Nos. __________ are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Sutherlin, Oregon , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JosNAME: __________ S_e_r_i_e_s_7_O_O_O_,_2_3_8_6_F_a_r_a_d_a_y~A_v_e_n_u_e _____ _ JosLocAT10N, ________ ~C_a-=r=l_s--'b_a_d~,_C_a_l_i_f'---------------- cusT0MeR·s ORDER NQ ___ -=2~0--'6~5 ____ DATE 2 / 7 / 8 5 MFGR'S.ORDER NQ ___ 8_5_-_1_2_5 _____ _ s1GNATURE __ -~-r-:-~----~---,,,'!--- 1 ______ coMPANv_T~y,_e_e_T_i_m_b_e_r_s-"-,_I_n_c_. __ _ TITLE Quality Control ADDRESS Sutherlin, Oregon DATE _7_,_/_2_6...a./_8--'5 ____ _ A/TC HEREBY CERT/Ff ES that the said company at its said plant is lic'ensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the StaAdard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by t_he AITC Inspection Bureau. AITC FORM IBCA AITC Certificate No. 1814 9 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION © 19B3 AMERICAN INSTITUTE OF TIMeER CONSTRUCTION ' . "' • • • DEEMS/LEWIS & PARTNERS A California Corporation Planning and Architecture 320 Laurel Street San Diego, CA 92101 TELEPHONE CONFERENCE REPORT DATE: PROJECT: THOSE CALLING: COPIES TO: RE: DISCUSSION: _ 12 September 1985 KOLL/7000 Kurt Culver, Esgil Corporation Dave Stellar, DL&P Those calling . Bob Beauchemin, Koll - Fire rating of wood ceiling at entryway SEP 1 u 1985 In a telephone conversation with Kurt, Dave asked about the fire rating of the wood ceiling below the two layers of 5/8" drywall. Kurt clarified that only wood framing members need to be fire treated, and that the ceiling in our entryway, because it was below the two layers of 5/8" drywall, would be considered wood trim and need only comply with Chapter 42, Flamespread Rating. Mahogany wood does classify as a hard wood and meets the flamespread requirements of Chapter 42. As a result, the noting on the details of the wood ceiling in the entryway regarding fire rating wood need to be disregarded. Please note that the mahogany wood will be treated with a clear sealer to match the mahogany. DCS:sb contractors and distributors of architectural aluminum 5 glass 4699 Mercury Street, San Diego, California 92111-2484 April 18, 1986. KOLL CONS'IRUCTION Ca1PANY 2237 Faraday Ave. Suite 101-C Carlsbad, CA 92008 RE: CRC 7000 Gentlemen: Telephone (619) 565-8911 This letter will certify that the glass panels installed immediately adjacent to doors and glazing adjacent to any walkway surface in the above referenced project is a tempered safety product. This material was purchased from Guardian Industries. Vecy truly yours, PACIFIC GLASS & MIRROR CO. cf~~~ Steven Nystrom SN::mw California Contractors License # l 68864 !WLL CONST. -C /\PR O: 13fo3 THE l<.OLL CO. contractors and distributors of architectural aluminum & glass 4699 Merc:;ury Street, San Diego, California 92111-2484 March 31, 1986. KOLL CONS'IRUCTION COMPANY 7330 Engineer Rd. San Diego, Ca 92111 Attention: Ron Melar RE: CRC 7000 Gentlemen: Telephone (619) 565-8911 This is to conf inn that the mirror which we installed in the elevator cab of the above referenced project is indeed a laminated safety product consisting of 1/4" mirror and 1/4" clear glass with a grey vinyl interlayer. The material was purchased from Green Laminating in Los Angeles. Very truly yours, ~~~ Susan E. Peterson Project Manager SEP::rnw California Contractors License # I 68864 .. contractors and distributors of architectural aluminum 5 glass 4699 Mercury Street, San Diego, California 92111-2484 April 15, 1986 .. KOLL CONSTRUCTION COMPANY 7330 Engineer Rd. San Diego, CA 92111 Attention: Ron Melar RE: CRC 7000 Gentlemen: Telephone (619) 565-8911 This letter will certify that the glass furnished and installed at the Barrel Vault areas on the above referenced project is 7 /16" gray larninated safety glass. The supplier of th~ la-uinated safety glass was Dlubak Studios, Inc. Sincerely, PACIFIC GLASS & MIRROR CO. s~~~ Steven Nystd.,. SN:mw California Contractors License :fl: 168864 r L NOW/l.K-MEULMESTER & ASSOCIATES 5830 Oberlin Drive, Suite 200 SAN DIEGO, .CALIFORNIA 92121 (619) 455-6681 l i=OLLOW-UP DATE .... 19_j .;•. ' -, . Date 4-2 l-80 To 01=8v\':7 / U;.WIS '4-PAF¾'TN\:A'S, 3'2.0 LAUP--t::::l-S1 . t<o 11 -7 uuCJ_). ph as-e J. Subject r '1'2.10 , .. II EJ<h.) 80/t H-o/ t:"'7 e GL.e/5 e! f<..oof " 0A'1G;., P---o"-1 rv\VE:..Ll,..~ Of' -rHE. K.:c\··\ Co. called F-~E:.L-A1EOT0 IV\(:; 11--\E:. Af]..EJ>,C.,7 or-· CONC ~--ro 71-11:= tbLD&. !NSPECT0/1-, BE:CAlhE. 0 F E;)(.T~ E:iOL...1 r\0\.-E.S e,~1Nfr Df-4,.\l..LED IN 11-\E. GI-B'S. ,HE LOCA"TIONS IN (VU\:;:S'TION AR\;. Q .j-·~ c-~ ¢ M-s' / '.) ') 'r r.) A-r EAC 1-\ o F -n-\EE>E.. L.-OCA 'Tl ON'? · 11-\E.. CONN S occue.., '--=:' .. Tl-/c. ENO'? oF THE MEM~"?> f S~'-'E:. P/2..IMAA.\L\.f A,S, DRAGS, ") . I II A-r ..J-(:, -n-\(;; cR1&1NAL-1..0CAT10N r-:012,. ,Ht,;. e>oL-TS P..ESVl,.....fED · , N A 11/--z_ 11 X . 7 /4-11 s'LoT IN. -n-\E GL.B, -n-\E;. CON/\J E<..ToFZ... WAS RAl~E:D APPP.O)(., Co f NEN e,;;o l-'T 1-\0l--E:S DRlL.Ll::;.-0. AT C:; '? "THE. HOL-E:S. IAJ~P..,E or-...1 LLED APPP-.ox.. '2.11 FR--OM -n-\E:. cof'.2.J< .. ~C:T L..OcAT1.9N. t A"T M-: s ·5--,"'THE-,Z..· BoL-T \-\o L.G=~ \~OR:. 1\-\E 2f-STAl?l l \''1::.i N 0 THE &:>T o F THE GL-E;;, WERE. A\.-'70 OFF .. A~uT ·12 11 . ( ti--ef cle-lo,l.s 7/s.-r) l '1/4,7 I{:-14/s1) AT E:Ac.1--\ oF -n-\ESE.. LOCA77'oN."7 1 i'HE GLE:3S STILL HAVE ·, 5vn=1c1127:-lT SE::C710N PP...OP~TIE:S, Fo~ -n-\E. VE::R,T\CAL-f '-A"T~-1_.. LOAOS._, v,t'\'·\\'\:...E: "1"\-\1::..· woP..\o'...1\1\At-JSH·\P CO~lD 1-\A\/E B~~ e:,~T,:~ ~ --rr,E:; /.\DDn10NAL. l::x>1..-T \-:\Ol-E=S oo NOT .. srGN!FfcAN7l y A-FFb.-CT ·r!-IE. .. (;l,./31S, / .. F You f:/1.Vf:. I\N y qvc:.STIONS CoNCi=l<N ING T/-/IS ; Plt:/45£. LET Ml=. c:c SIGNED /}/! . /, KA/(~ D Please rep.ly D No r~ply necessary _.. · ··· f~b' j n ~ · . . . . .... "~·-··: ·._', ,• .. 1,,:: · .. ·.: . . ' . .. .. · :: . . .... ,;,, ,' . .. . . . 0 j O .M ': •, . .. . • I ·'··· ..... '. :_ :··. ,, '•' '. .. . , ~ :.· .. · .. ,. . -~--.: .. . ' . ' ,~. . : ·, ·. NOWAK-MEULMESTER & ll~IATES 5830 Oberlin Drive, Sui-100 SAN DIEGO, CALIFORNIA 92121 (619) 455-6681 To : D 8::N\'? //L~ W 17 '4.-PA.17-. "TN E.~ ~-. /~J '1. C LA,u r<l::.L 5,. :, SAN 01 l::. G.o ., C,o... 9 '1.. \a\ ; ATTN . , DAvE:.. S,E=. LL.AR ; FO!-.\OW-UP DATE . E,4-/'7 {O 19 __ Date : I O -"2 I -5S , j· OAYf:?. .I . ' A 1 -r ttG. 1<,£4.V E=ST c= 1= f-2.O-v N) Uf: l~t::~ o F THE /< 0LL · Cc~ . .:L VV£_N 1 0 , Ti-f.£ .Joosi,E. TO '-oof (? -rN£ r::zo_o1== j.27EA/\1_5. @;0-7 .f o·~c~ "FlfAT Iv~£. cu T. AP;;CUT "L TOO sH-0~ 0 ( Re.-f._ De-I.Ji/ 1 ls:, k·Y-, , CQN;..;e-C.T10N -,_ AP1·E:F. C.1-tE:C.Klt-J&--rHE--CALC.Uf-ATION5 1 ..i:. FOur,..,J.p ':: THAT. __ T/-IE. JLJ r/AN6£F... -57Jl-L PPcVIDE.O :SUFFICl'=l'/T l~/tl<IN& AREA . ·. 'TljA T : . TH£ ADD' L £... CC£.NTR.I c ITY, 011:-:::; NOT ovE:Pt,5 T/2.E.SSSf . THE.. 1,L18L :· c;cL f TIIAT Tr/£. ccH1...J£..cT10;...; WAS 57/LL. AD£cpvAT£·. · rHE. ONLY f:JEfV\ NE£0Jr-/G ,-o 8£:.. v£12..!Fl£C? IS THAT A ?;;J 11 END OISTANC-t:i.:- .5_-rlL,L 1£.X10ys Fl<Ot\1 Tt-lE. (£_ ¾'.' NI. 8CL7 To _THE Gvp er Tt!E · G_L/8. ~oN ts. !o V£/?.IFY ,HfS. ·:i;:F trvE DoN_17 ljAV'=.. ·'7'1 7 Tli£; Cc.WA/ Vv I L-l-f-/ AV€.. -ro EEE !<IZVI 5£ 0 So Tf/A T Wk: . Pc /v\AI I'/ TAIi'-11 ·,HIE. ·7;;1~ /vliN Dllv/E:7\JSICA/. ' . '. .. ·; A D0JTI ON(-\LL Y? _IT lr\/A·~ NC.rTlC E:.D TI-/A T ',fl£ 8/¼CI I'/ 6 c_;:.~ _ 7'1-1/=-TOP CF -rl-/£ WIN.DOV<./ t'v1/f/.l · 1,-vAs · NC I /~STAlLED P£/<... .. Df:3.TAIL -:2../sB .. tf/(5 VVILL-N/:;.t;;:.7? -ro t?:£. ,tl..J;;V/S,£O .. · TC pp.,cv/0€:. _A[J_f3..{fUA... 1-e : LA 7£/l.AL .:suPpo1<7.: __ • D Please reply D No reply necessary ·. ··.:.·: : ' . '. . ·:• ... SIGNED ;. I .l . . . . . . . . ... . . . ·. . . . . . : : ,.. . . . . . . ~-. ··-~ . . :-· . . --·> --.. :<::::_<(:·:·Y.·--)'.'i:.: .· .. · . .' ·. ·-:··.-:·.: .. . . . ' ..... . · .:· . . . . . . 7 .• . . R RC. f/'·_; .. ·_. ··._<\--:~ _:: _ .... : ·< .·.= ., . . ,: ::·. . . APR.0 6 ·1/./ : __ :_ ·· · .···: ::·.·: .-:. V 0: ..... ~· .. --.-. • i: ... ' < ... : .. C ·'. :: ; ;: .. . . Di:-f~llS/tr-·~""' ;;, ·· · · · . I: U1 C.1/Vi~-ffi j-',. · . · ·· · .. .. , ..... ,·,., .. ·.. . .. ; ' .. , . . < , ~:. ·. ~~ . -~!:· ~ . -~ -~ -__ ,;,. -. " · ... --. -. . _ ... _ ~i . • ~OWAK-MEULMESTER 1& ASSOCIATES A\fl 1"7n nn,n r'TT"\ 5830 Oberlin Drive, Suite 200 .l V 1J. ~ Ll LI UI\JV SAN DIEGO, CALIFORNIA 92121 R JE (C ~]:VI;¼'.-~ LETTER (619) 455-6681 i~PR O 8 1986 Date 4-.4-e,L-., -----0 ~~., .. N\~e //ev-eJ ·.;.. ''+he."". 12:.:o)l Ce . . "c ii'/ I e:J· . c ovicer·~·u' Y) :}_ .. +he . e .. covin.~!S, ..... oP. .. +/,,f ..... R.oa-P,. .... beiJ!..t. ~ .. e_ .D.7. .. /DS .... The .... b.ee1,rn~ h~-.& . 1 n,11'\i WJVWl ~1/-z..1 le~ t-""1 OT . becLvi'V\j ':) buf--H--\€ (oe.itv'\ e 08 diet ---nor ----h--;i..",e. -----a---· W"\;V'\ ----~' --EV\d cits~c;-e ---l-o-----+~e .... ~ --cf--#\-€ · ~/41 ------~-~~o-~~-----~, -~~--_ :r.LJ r~-~~ -~~S -~~d .ei~----~e --~vYlO_ ci~ JO-ZJ-- ~;;, cl. S01.\JTJ OV\ '.) ""l"Ql-d ....,OV'I. -re US, ..... .a. .... 'f +1-,.. (Z.u_"J. b~l .pl.a.te ... ea ... $.td.e .... 9 +' ... +he . ..... ........ ... t1/~ ~ I 1/~ . . I ~~"'f S<i:: J;!f 4-,~~,L~, !td Md~ ....... ! . . . . ... /~t~ II .... i:e, . v.io~n+~.V\-ed. · ... (Se-e .. sKL+d,,.-:!) J ... ·.. .. .. . ... . ..:. 4 .. ; .... 4-.... M. f::c\ ,;,e:!.!~:ei. '-:, ~~:J'f> . CIOf''/ oP t4'5 .. . . .. ..... ... .. ~ L ~ ~; . . ... ",,. sh",.-. ... ,, ~ ~ ···································· ········································· ················ ........ ················ ... ········· ...................... ···(R~---···d·eh;i\ ··Vs1·J 0 Please reply D No reply necessary .. --· --... , , .. ·-·_ ·: _ _____, ·--·-· ., American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730' LABORATORY NUMBER AEL 5-723 File #152-4 DATE CARLSBAD R. SEARCH CENTER (SERIES 7000) 2386 Farad y Avenue Carlsba CA Subject: Special Inspection -Reinforced Concrete Reinf. Steel: ASTM A615, Grade 60 Concrete: Mix #50-0008, 5.4 sk Date: 5/31/85 Building Permit #84-632A Inspected reinforcing steel installation followed by concrete placement at grade beams line R; (0.5 to 5), line 2; (E.7 to L.3) and line D; (6.5 to 10.5). Cast cylinders for testing. Date: 6/4/85 Inspected reinforcing steel and concrete placement at grade beams lines 12; (H.6 to N.3), D (6.5 to 8.5) and line J; (4.9 to 9.1) in addition to *piers at lines A.5, B, C, E (2 and 5); K, L (5 and 9) line D; (6, 11); line F; (6, 7, 8, 10, 12); line G; (5); line M; ((2.5, 9) line N; (3, 4, 6, 8) line Q; (6, 8, 12); line R; (6, 8) and line S; T, and P (9 and 12). Cast 3 cylinders for testing. Date: 6/5/85 Inspected reinforcing steel and observed concrete placement piers line G; (6.5 and 6.8) and line N; (1). Also inspected reinforcing steel and concrete placement at footing for ele- vator shaft. Cas~ *Note: ~~to concrete placement on 6/4/85 a gra earn loc on line D (6.5 to 8.5). Concrete mix #50-0016 . s placed this location to and elevation of bottom of foot- ing +l'-4" before realizing that this mix is a 2000 psi design mix, not 2500 psi as specified for this location. The follow- ing field measurements were made and reported to the structural engineer's representative for review and consideration: l. Existing width of grade beam is 51-6 11 Existing depth of grade beam is These dimensions design requir Page 2 6/19/85 AEL 5-723 File #152-4;P266 inders ere obtained from grade beam line D (6.5 to 8.5). day pression test results for Mix #50-0016 is 3310 psi. t exceeds the specified 28-day requirement of 2500 psi. RLH:vls 4-Client for Distribution to 1-Client 1-Architect 1-Engineer 1-City of Carlsbad HOFFMAN , ' KOLL KOLL CONSTRUCTION COMPANY TO r Crry ?lF C:Ait~ ~'2-t'l>fl-H ~~!> CA e::i2.10<f t:f~ ~ttn.: Met<.. CA~ 7 _j LETTER OF TRANSMITTAL DATE LP ~? JOB NO 42..&la RE WEARESENDINGYOU:-0 Attached O under separate cover via ______ the following items: D Prints D Shop drawings D Plans D Specifications D Samples o Change order ~ Copy of letter D----------------------- COPIES DATE NO. Cl THESE ARE TRANSMITTED AS CHECKED BELOW: 0 for approval D for your use ~ As requested D Approved as submitted D Approved as noted D Returned for corrections D Resubmit __ copies for approval O Submit __ copies for distribution O Return ___ corrected prints D For review and comment D __________________________ _ 0 FOR BIDS DUE __________ 1g __ O PRINTS RETURNED AFTER LOAN TO US REMARKS _____________________________________ _ COPYTO -~t1_,_LK~K_. ------- K-163 3/84 fuj VI~ If enclosures are not as noted. kindly notify us at,once. ' ~· DEEMS/LEWIS & PARTNERS A California Corporation P Janning and Architecture 320 Laurel Street San Diego, CA 9210 I MEMORANDUM DATE: 30 August 1985 TO: Bob Beauchemin, The Kol I Company RE: FROM: WIRE MESH AT CONCRETE ENCASEMENT OF STEEL TUBE COLUMN Dave Stef!ar, DL&P The 12" square concrete encasement at the tube steel column, below grade, included wire mesh in the concrete per Detail SB on A 10. Because the concrete is only required to protect the column from contact with grade, and has no structural value, the mesh was eliminated from the 12" square concrete encasements. DS:ls RECEIVED SEP ~1385 CITY OF CARLSBAD Building Department American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 INSPECTIO REPORT Date 12/5/1985 ProjectNo._....;15;...2_-_4 .... ,_P_2_6_6 _______ ReportNo. AEL 5-1258 Client ___ .::T.::H:E...;K::.:.O::.:L=:L:......::C:.:O;.::;MP=ANY=-------------------------------- Client Address ....:.7.;::3.;::3..;;;0...;;;E;;;;n;:;;g:;;;i;;;;n;,;;;e.;::e;;;:r......;:R;;.:;o..;;;a;,;;;d;.::,......;:S.;::a;;;;n;;...;;;D.;;;i;,;;;e:..sg:.;;o..:.,......;:C;.;;;A;;_..:;9.;;;2;.;;;l;.;;l;.;;l;._ _____________________ _ Project Name (per plans) __ CARL __ S_B_AD __ R_E_S_EAR __ C_H_C_E_N_T_E_R_-_0_f_f_i_· c_e_B_u_i_· l_d_i_n_.g.___ Building Permit No. _8::::.4.:.-_6;:;.3::::.2:::A:.:.... ___ _ Project Address (legal) __ 2 .... 3 .... 8 .... 6_,..F_a .... r .... a_d_a_,.y_A_v_e_.-', __ c_a_r_l .... s_b_a_d-', __ C_A _______ _ Architect _______ D_e_e_m .... /_L_e_w_i_· s_&_P_a_r_tn_e_r_s ____________ _ Plan File No. __________ _ Govt. Contract No. ________ _ Engineer _______ G_e_o_r_,g,._e_S_. _N_o_l_t_e_&_A_s_s_o_c_i_a_t_e_s _________ _ Census Tract No. _________ _ contractor _______ K_o_l_l_C_o_m .... p._a_n __ y.__ ________________ _ Other ____________ ~ INSPECTION CODE MATL SAMPLING CODE MATERIAL DESCRIPTION . --Reinforced Concrete SIC -Concrete Cylinders cc --Reinf.: Rebar -Steel: --Prestressed Concrete SIPC -Mortar Samples MS --Reinf.: W.W.F. -Metal Decking: --Reinforced Masonry SIM -Grout Samples GS --Reinf.: Tendons -Shear Connectors: --Struct. Steel.Assembly -Fireproofing FP --· Cone.: Mix #/psi -H.S. Bolts: --1. Shop Fabrication SISS·1 -Units (block or brick) UB --Cone.: Mix # /psi -Electrodes: --2. Field Welding SISS·2 -A.G. Concrete ACC --Cone.: Mix #/psi -Electrodes: 3. H.S. Bolting SISS·3 -Roofing RS --Cone.: Mix #/psi -Cert. Welders: --Pile Driving SIPD -Reinf. Steel RSS --Grout: Mix #/psi -Fireproofing: --Nondestructive Testing -Steel ss --Mortar: Type/psi -A.G. Concrete: --1. Shop SINDT·1 -Tendon (PT Strands) TS --Units: Block -Other: --2. Field SINDT·2 -Other --Units: Brick -Other: Fireproofing SIFP Other I --- --Roofing IR -Other --Waterproofing IWP -Other _x_ Asphalt Paving IAP __ Other IQ CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR Jinny Lyn Garcia (AP 313) INSPECTION DATE 11/22/85 Special Inspection -Asphalt Paving Conducted inspection of Asphalt Paving Operations of approximately 1650 sqµare yards at parking structure, northwest side of building. Witnessed Compaction Methods, on site equipment performance and measured for specified thicknesses. Obtained sample for testing • .. Mix design: 1/2" Medium AR4000 4-Koll Company 1-City of Carlsbad L I -- NOWAK-MEULMESTER & ASSOCIATES CONSULTiNG STRUCTURAL ENGINEERS sY -fa----oArE -~La~-_ PROJEcr _ ~1L 1oe:io ______ _ _ _____ SHEET NO. __ OF __ -------------·· ---Bider ~pt. ~fl~ l1~M 35: ( ~ti..-~!¥ ~d1~ ff r-. Jor6rt e ~~c. ·• ( I ZS pS-f) L~ g' . 'T\,-\ : l 6 II w.,, 1-'3'3 C I zs +Z"\) = zooplf. __E:!L:. £iv.• 4 ( 14"\ -t'f4)-" 'f1Z plf v---z.: 4.l'!lfA) .,,. ~16 pl.f f': e~ I (<i.0 tr. r ... .: to~ z. "- ~-f-t ,M~..-l~(,z ... l~ ,31G('t-l-=-38,8 t M~--6.33(G.~) /z; zo. 6 .::-tt ,·.s·(_.._ e. ___________ JOB NO. __ 8.-t:.J§lQ __ tJt\0 e IG''~/(... W<:111.-= 1-1Z. plf (NMA Ta.) 1200 ELM AVENUE CARLSBAD, CA 92008-1989 <!Citp of <!Carlibab BUILDING DEPARTMENT June 7, 1985 Nowak-Meulmester and Associates 7825 Engineer Rd, Suite 101 San Diego, Calif 92111 Your Job No 84-1510, 2380 Faraday, Our 84-632 On June 4, Inspector Mer Camero was observing a concrete pour .at the above job .. The plans require 2000 psi concrete for·the foundation and 3000 psi concrete for the grade beam. The lower value concrete was poured for the grade beam, and the special inspector telephoned you. He stated that you approved the pouring of 2000 psi concrete for the grade beam. Will you.please write me a.letter to that effect so we can have your approval in our files. -Please address the letter to Carter Darnell ~f~ MARTIN ORENYAK DIRECTOR OF BUILDING AND PLANNING xc: Mer. Camero TELEPHONE (619) 438-5525 ,) American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 FIL.E No. P-266 SUMMARY OF COMPRESSION TEST RESULTS PAGE----'1 __ _ Concrete SPECIFIED 2000 Joe, CARLSBAD RESEARCH CENTER MATERIAL.: 28-DAY STR.: Psi 2386 Faraday Avenue 50-0002 Premixed Concrete Co Carlsbad, CA PROPORTIONS/MIX NO.: ADDRESS· THE KOLL COMPANY TYPE: CEMENT: 4.5sk SPEC. St.UMP: 4 IN. YEAR: 1986 ADMIXTURE: Pozz. 322N AGG. SIZE: 1 IN. •STORED Be CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI DATE OTHER DATE L.AB. NO. CAST L.OCATION IN STRUCTURE SL.UMP 7-DAY 28-DAY TEST RESULTS MAILED MO. DA. IN. -· AGE 1349 4/25 Continuous southwall ftgs. 4.0 2050 3960 btwn. J & K. 3 3780 - 1350 4/25 Grade beam@ line 2 & F 3 4.0 -2870 4140 4240 1351 4/28 Ftgs. for Bldg. II A II 3 4.0 3180 2550 -2650 ·' 4-The Koll Company AMERICAN ENGINEERING LABORATORIES, INC. ~Ll-Od\~ WILLIAM L. COCHRANE, R.C.E. #24445 111 } ... ' ) .. ., American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 FILE NO. P-266 SUMMARY OF COMPRESSION TEST RESULTS PAG ___ l __ _ Joa, AOORESS: YEAR: CARLSBAD RESEARCH CENTER 2386 Faraday Avenue Carlsbad, CA THE KOLL COMPANY 1986 •STORED 81 CUREO. NOT TESTED LAB. NO. 1349 CATE CAST MO. OA. 4/25 LOCATION IN STRUCTURE Continuous southwall ftgs. btwn. J & K. 3 1350 4/25 Grade beam@ line 2 & F 3 1351 4/28 Ftgs. for Bldg. "A" 3 4-The Koll Company C SPECIFIED MATERIAL.: __ o_n_c_r_e_t~e __ 28-0AY STR.: -~2=0=0=-0 ___ PSI PROPORTIONS/MIX NO.: 50-0002 Premixed Concrete Co TYPE: -----CEMENT: 4.5sk SPEC. SLUMP: _4_,___' _ IN. A Pozz. 322N 1 DMIXTURE: --------"=----=--~-----AGG. SIZE: _.___ __ IN. ULTIMATE COMPRESSIVE STRENGTH. PSI SL.UMP IN. 4.0 4.0 4.0 7-0AY 2050 2870 3180 28,0AY 3960 3780 4140 4240 2550 2650 OTHER TEST -.RESULTS AGE DATE MAI LEO AMERICAN ENGINEERING LABORATORIES, INC. J~Ll-OcA~ WILLIAM L. COCHRANE, R.C.E. #24445 111 •· Am . E . . L ..1Er:~\\JEO encan ngmeenng aboratories;1riC _ 7~74 !~a~: Street, San Diego, Califol"1'~~21l4 \Sijb .• , ,. 'i.-l t,.-T;""'-'hone (619) 695-3730 J CO ,-~ -i....~I" \.. • I~ o 3 1gs5 1HE. ~0~ • ;\ULL CONST. · C FILE No. P ?nn SUMMARY OF COMPRESSION TEST RESULTS PAG" JOB: CARLSBAD RESEARCH CENTER 2386 Faraday Avenue ADDREss, Carlsbad, CA THE KOLL COMPANY YEAR: 1986 •STORED & CURED. NOT TESTED CATE LAB. NO. CAST LOCATION IN STRUCTURE .MO. DA. C SPECIFIED MATERIAL: __ o-'-n-'-cr_e ____ t ___ e'--_ 28-DAV STR.: --=2=0-=0=-0 ___ PSI PROPORTIONS/MIX NO.: 50-0002 Premixed Concrete Co TYPE: -----CEMENT: 4. 5s k SPEC. SLUMP: _4..,__' _ IN. ADMIXTURE: _Po~z=z=·~3=2=2~N _______ AGG. s1zE, _1..._ __ .IN. ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. 7,OAY 28-OAY OTHER DATE TEST .. RESULTS . MAILEO ACE 1349 4/25 Continuous southwall ftgs. 4.0 2050 3960 3780 btwn. J & K. 3 1350 4/25 Grade beam@ line 2 & F 3 4.0 1351 4/28 Ftgs. for Bldg. "A" 3 4.0 4-The Koll Company 2870 3180 4140 4240 2550 2650 AMERICAN ENGINEERING LABORATORIES, INC. J~Ll-Och~ WILLIAM L. COCHRANE, R.C.E. #24445 11' American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 · Telephone (619) 695-3730 INSPECTION REPORT AEL 5-1085 Report No.----'-_;;;;..--'---'--------------------------------- Project No. ___ _;1_5_2_-_4.,_; P_2_6_6 ____________________ _ Date -----'1'""'0_,_/"'""'7 / ..... 8"""'5 __ Project Name (per plans) CARLSBAD RESEARCH CENTER (SERIES 7000) Building Permit No. 84-632A ProjectAddress(legal) 2386 Faraday Avenue, CarJsbad, CA PlanFileNo. _______ _ Architect ________ _.D...,e_.e...,m .... s..,,/...,L..,e.,.w_.i .... s ... &...._.p_,a ... r_,t ... n .... e..._r ... s __________ Govt. Contract No.------- Engineer Nowak-Meulmester census Tract No. ______ _ contractor The Ko 11 Company Other _________ _ INSPECTION CODE MATL SAMPLING CODE MATERIAL DESCRIPTION _ Reinforced Concrete SIC _ Concrete Cylinders cc _ Rein!.: Rebar ______ _ L Steel: ASTM A-36 'i _ Prestressed Concrete SIPC _ Mortar Samples MS _ Reinf.:W.W.F. ______ _ _ Metal Decking: ______ _ _ Reinforced Masonry SIM _ Grout Samples GS _ Reinf.:Tendons ______ _ _ Shear Connectors: _____ _ _l_ Struct. Steel Assembly _ Fireproofing FP _ Cone:: Mix #/ps._· _____ _ L H.S. Bolts: ASTM A325 L Electrodes: E 7018 ( L H ) _ 1. Shop Fabrication SISS·1 l 2. Field Welding _ Units (block or brick) UB _ Cone.: Mix #/ps,~· -----~ SISS·2 _ A.C. Concrete ACC _ Cone.: Mix #/psi ______ _ _ Electrodes: _______ _ l 3. H.S. Bolting SISS·3 _ Roofing RS _ Cone.: Mix #/psi ______ _ L Cert. Welders:Y~e=s~----- _ Pile Driving SIPD _ Rein!. Steel RSS _ Grout: Mix #/psi ______ _ -Fireproofing: ______ _ _ Nondestructive Testing _ Steel ss _ Mortar:Type/psi ______ _ _ A.C.Concrete: ______ _ _ 1.Shop SINDT·1 _ Tendon (PT Strands) TS _ Units: Block Other: ________ _ _ 2.Field SINDT-2 _ Other _ Units: Brick _______ _ _ Other: ________ _ _ Fireproofing SIFP Other _ Roofing IR _ Waterproofing IWP Other Other ECEIVED _ Asphalt Paving IAP _ Other 0 OCT D1985 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies WW\ilfi>R!ove and applicable sections of the building laws. This report covers the locations of the work inspecte'a.UtJ!MIMJt more specific information regarding inspection procedures. INSPECTOR Gerad Griffith (W 279) INSPECTION DATE ____ 9_./ .... 2 .... 4_._/ __ 8.aa..5 _______ _ Special Inspection -Field Welding and High Strength Bolting Inspected welding of mullion clips, repair of mullion clip welds and high strength bolting. · 1) 2) 3) RLH:vls Clips at line R (0.5-4) and line 0.5 (N-R) indicated in previous reports as hav- ing weld defects, have been repaired. All clips to attach mullions have been welded at second floor perimeter and third floor perimeter braced frames. Bolting irregularities at line 2 (G & L) at roof (insufficient grip} and line D (7 & 10) at roof (insufficient torque) have still not been repaired. REVIEWED BY --R~-B..i...;ER:u;i<~l-L._+i...../...:;ftF__;FMll...A-~-.-Al+=. =~~~~---...-,--- 9/24/85 (continued) Page 2 10/7 /85 File #152-4;P266 Called steel erection contractor vice president to discuss this situation. 9/25/85 Special Inspection -Field Welding & High Strength Bolting l) Additional clips have been installed for glazing con- tractor at line A.2 (2 & 5) and along line 9 (Q-T). 2) Bolting irregularity at line 2 (G & L), insufficient grip, has been repaired by replacing bolts with longer ones. 3) Bolts at line D/7 & 10 (insufficient torque) were tightened and torque tested as per ASTM specifications by inspector. All defects indicated in previous reports have now been repaired in this structure. 4-The Koll Company 1-City of Carlsbad .• City of Carlsbad Building Department 1200 Elm Avenue Carlsbad, CA. 92008 }\ttn: Re: Mr. Carter Darnell Koll Series 7000 -2380 Faraday (Your Job No. 84-632) Dear Mr. Darnell: With regard to you·r letter of 6-7-85, our pff ice did not approve the placement of 2000 psi concret1 in any of the grade beams that require 3000 psi concrete~ The Special Inspector called our office after the 2000\psi concrete had already been placed and asked us for our\_recommendation. I told him that 2000 psi concrete was not adequate and told him that the Contractor would have to decide what steps he would take to rectify the situation. Possibilities discussed were: 1.) Removal of the 2000 psi concrete, 2.) Wait for the 28 day cylinder breaks to see if the concrete would attain a compressive strength of 3000 psi and 3.) Checking the width and depth of the grade beam to see if. infact the in place size was greater than req'd and could thereby justify a reduced compressive strength. Shortly after our conversation the Special Inspector called· again and told me that the grade beam as poured was 6'-6"wide x 2'10"deep instead of the 5'-0"wide x2'-6"deep section as shown on the plans. After checking our calculations, I told him that the larger section would be adequate with 2000 psi concrete and that we would prepare an addendum to our calculations to justify this change as soon as· we received written verification of the grade beam size from the Special Inspector. As of today, we still have not received this information and therefore have not prepared revised calculations. Until such time as we do receive this information, our office would consider the grade beam to be the size as indicated on the approved structural plans and therefore structurally inadequate with 2000 psi concrete. I hope this letter clarifies our involvement and position on this matter. If you need further information, please let me know. Sincerely, JL4w.Ct/~ Randy W. Wiley, C.E. CC: Dave Stellar -DLP RWW/ar t.. ·r-· _._. January 13, 1986 File #152-4;P266 AEL. 5U-002 AEL 6-028 (Revised) THE KOLL COMPANY 7330 Engineer Road San Diego, CA 92111 Attention: Mr. Mike Kubota CARLSBAD RESEARCH CENTER -OFFICE Rr-£ /-u '-I V £ 0 V~ -- JAN ~ 0 l4it,b· !:'~~ KOLL CONST. -C ,J;~ fi 1 'l. . i:~:_-; Subject Extraction and Grading of One Asphalt Core Gentlemen: As you requested, American Engineering Laboratories, Inc. conducted an extraction and grading test on the asphalt core received. The results of the tests are as follows: Location: The sample was taken from the parking area at the northwest side of the building at 2386 Faraday Avenue, approximately 10' west of the east curb and 30' south of the north curb. Extraction: Asphalt by Total Mix Asphalt by D.W.A. 5. 7% . 6. 1% Grading Sieve Size Percent Passing 3/4 100 1/2 99 3/8 91 4 70 8 50 16 33 30 23 50 15 100 10 200 8.9 Very truly yours, AMERICAN ENGINEERING LABORATORIES, INC. efb~fi~ wif"~-0eBerr R.C.E. #34545 WJD:vls 4-The Koll Company 1-City of Carlsbad American Engineering Laboratories, Inc., 7574 Trade Street, San Diego, California 92121; Telephone (619) 695-3730 -~- CLIENT: THE KOLL COMPANY 7330 Engineer Rd. San Diego, CA 92111 r (J; American Engineering Laboratories. Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619} 695-3730 Attn: Bob Beauchemin - ... , ~ 1986 ,_.. , 1 3 THE KOLL CO. 12-31-85 1005 DATE INVOICE NO. 152-4; P-266 FILE NO. PAGE __ l __ OF 1 PROJECT: ~-._ Carl shad Research Cen -Seri es 7000 ___,,/) 2386 Faraday Ave_., ~~ ---· P.O.NO. __________ _ REPORT I.D.NO. ITEM DESCRIPTION UNIT DATE QUANTITY PRICE AMOUNT 19.85 1 Special Inspection -Structural Steel on 12 hrs 28.00 $336.00 9/24 and 9/25 11/22 2 Asphaltic Concrete Inspection 6 hrs 32.00 192.00 3 Asphaltic concrete mix design review 1 ea 150.00 150.00 4 Compressive Strength Tests -Concrete a Mix #50-0008; Lab Nos. 1794, 1804, 9 ea 9.00 81.00 and 1811 b Mix #50-0016; Lab No. 1805 4 ea 9.00 36.00 Total Invoice. . ~ . . . . . . . . . $795.00 -------·--· ---······--·------· -------.. . --·-- INVOICE NO.--------AREA NO. ---=/4-~-'---- vv. ITEM NO. 10 COST A1J)f - MONTH ?J/VEND<z!JOR NO. -..,--N-PW-JOB NO. "I \V P.M.-z,. A.M. ACCT. APP.~...__.,_ ___ ~Al'P.~PP. ____ _ ~~~ lf nlf75: ~;l~·~:t~--____ _ ROUTE TO -~~ SPECIAL INSTRUCTIONS ___________________________________ _ CHECK Check Date Check Number RECEIVED Join_t Payee ------------------ Retention Net r December 9, 1985 File #152-4;P.266 AEL SU-002 THE KOLL COMPANY Att: Mike Kubota 7330 Engineer Road San Diego, CA 92111 /· Project: Carlsbad Research Center Office 'R £Ca IVE a OEC 17 \985 THE KOLL CO. Subject: Extraction and Grading of one asphalt core Gentlemen: As you 'requested, American Engineering Laboratories, Inc. conducted an extraction and grading test on the asphalt core received. Here are the results of the tests: Extraction Asphalt by Total Mix 5.7% Asphalt by D.W.A. 6.1% Grading Sieve Size 3/4 1/2 3/8 4 8 16 30 50 100 200 Very truly yours, % Passing 100 99 91 70 50 33 23 1 5 10 8.9 AMERICAN ENGINEERING LABORATORIES, INC. /4)~;11/ZJ.-:j William/iJ. D~rry, R.C.E. #34545 WJD;wfl 4-The Koll Company 1-City of Carlsbad American Engineering Laboratories, Inc., 7574 Trade Street, San Diego, California 92121; Telephone (619) 695-3730 r-unerican Engineering Laboratories. Inc. (_ ,. 7574 Trade Street, San Diego, California 92121' Telephone (619) 695-3730 INSPECTION REPORT Date 12/ 5 I 1985 Project No._1_5 ... 2_-__ 4...:.,_P_26_6 ________ Report No. AEL 5-1258 Client ___ ..,.T...,,.H...,,.E...,,.K_0_L_L_C_0_MP_ANY __________ ~,...,...,--------------------- Client Address _7_3_3_0_E_n.;:;:g_i_n_e_e_r_R_o_a_d ... ,_s_a_n_D_i_e""'g_o_,_C_A __ 9_2_1_1_1 ______________________ _ Project Name (per plans) CARLSBAD RESEARCH CENTER -Office Building Building Permit No._8_4 __ -_6 __ 3 __ 2 __ A _____ _ Project Address (legal) 2386 Faraday Ave. , Car ls bad, CA Plan File No. __________ _ Architect _______ D_e_e_m..;./_L_e_w_i_s_&_P_a_r_tn_e_r_s _____________ Govt. Contract No. ________ _ Engineer George S. Nolte & Associates Census Tract No. _________ _ Contractor Koll Company Other ____________ _ INSPECTION CODE MATL SAMPLING CODE MATERIAL DESCRIPTION Reinforced Concrete SIC Concrete Cylinders cc Reinf.: Rebar Steel: _________ _ Prestressed Concrete SIPC Mortar Samples MS Rein!.: W.W.F. Metal Decking: _______ _ Reinforced Masonry SIM Grout Samples GS Rein!.: Tendons Shear Connectors: ______ _ Struct. Steel Assembly Fireproofing FP Cone.: Mix #/psi H.S. Bolts: ________ _ 1. Shop Fabrication SISS-1 Units (block or brick) UB Cone.: Mix #/psi Electrodes: ________ _ 2. Field Welding SISS·2 A.G. Concrete ACC Cone.: Mix #/psi Electrodes: ________ _ 3. H.S. Bolling SISS-3 Roofing RS Cone.: Mix #/psi Cert. Welders: _______ _ Pile Driving SIPD Rein!. Steel RSS Grout: Mix # /psi Fireproofing: _______ _ Nondestructive Testing Steel ss Mortar: Type/psi AC. Concrete: _______ _ 1. Shop SINDT-1 Tendon (PT Strands) TS Units: Block Other: _________ _ 2. Field SINDT-2 Other Units: Brick Other: _________ _ Fireproofing SIFP Other Roofing IR Other Waterproofing IWP Other _x_ Asphalt Paving IAP Other 0 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR Jinny Lyn Garcia (.AP 313) INSPECTION DATE 11/22/85 Special Inspection -Asphalt Paving Conducted inspection of Asphalt Paving Operations of approximately 1650 square yards at parking structure, northwest side of building. Witnessed Compaction Methods, on site equipment performance and measured for specified thicknesses. Obtained sample for testing. Mix design: 1/2" Medium AR4000 4-Koll Company 1-City of Carlsbad r r·~ · 'l'Ullerican Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 INSPECTION REPORT AEL 5-1085 Report No.---_;_;,;;;;.;;:......;;.......;;...._;._ ______________________________ _ Project No. ___ _;l;...;;5_2_-_4_._· P'-2..;..6_6 ____________________ _ Date -------'1"""0_._/.:...,7 /'""""8'""5 __ Project Name (per plans) CARLSBAD RESEARCH CENTER (SERI ES 7000) Building Permit No. 84-632A ProjectAddress(legal) 2386 Faraday Ayenue, Carlsbad, CA PlanFileNo. _______ _ Architect ________ _.._De..,e ... ro ... s .... /...,L...,e,...w._.i_s_&_.__p a,..r .... t_n...,e ... r .... s...__ _________ Govt. Contract No.------- Engineer Nowak-Meulmester Census Tract No. ______ _ Contractor The Koll Company Other _________ _ INSPECTION CODE MAT'L SAMPLING CODE MATERIAL DESCRIPTION _ Reinforced Concrete SIC _ Prestressed Concrete SIPC _ Reinforced Masonry SIM l Struct. Steel Assembly _ 1. Shop Fabrication SISS-1 ~ 2. Field Welding SISS-2 ~ 3. H.S. Bolting SISS-3 _ Pile Driving SIPD _ Nondestructive Testing _ 1.Shop SINDT-1 _ 2. Field SINDT-2 _ Fireproofing SIFP _ Roofing IR _ Waterproofing IWP _ Asphalt Paving IAP _ Other ____ ID _ Concrete Cylinders cc _ Mortar Samples MS _ Grout Samples GS _ Fireproofing FP _ Units (block or brick) UB _ A.C. Concrete ACC _ Roofing RS _ Reinf. Steel RSS _ Steel ss _ Tendon (PT Strands) TS _ Other _ Other Other _ Other _ Reinf.: Rebar ______ _ _ Reinf.:W.W.F.__,_ _____ _ _ Reinf.:Tendons ______ _ _ Cone; Mix #/psi ______ _ _ Cone,: Mix #/ps._· _____ _ _ Cone.: Mix #/psi._· _____ _ -. Cone.: Mix #/psi, ______ _ _ Grout: Mix #/psi~------ .-. Mortar: Type/psi ______ _ _ Units: Block ______ _ _ Units: Brick _______ _ L steel: ASTM A-36 _ Metal Decking: ______ _ _ Shear Connectors: _____ _ L H.S. Bolls: ASTM A325 L Electrodes: E 7018 ( LH) _ Electrodes: _______ _ L cert. wetders:Y,....,e=-=s,__ ____ _ _ Fireproofing: ______ _ _ A.C. Concrete: ______ _ Other: ________ _ -Other: ________ _ CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need. more specific information regarding inspection procedures. INSPECTOR Gerad Griffith (W 279) INSPECTION DATE ___ _,9'-'-/-=2...,4,_/8=5 _________ _ Special Inspection -Field Welding and High Strength Bolting Inspected welding of mullion clips, repair of mullion clip welds and high strength bolting. 1) 2) 3) RLH:vls Clips at line R (0.5-4) and line 0.5 (N-R) indicated in previous reports as hav- ing weld defects, have been repaired. All clips to attach mullions have been welded at second floor perimeter and third floor perimeter braced frames. Bolting irregularities at line 2 (G & L) at roof (insufficient grip) and line D (7 & 10) at roof (insufficient torque) have still not been repaired. REVIEWED ev __ R~-B ..... ER ..... i'--l-L .-+-H~ ..... F-FM,._A_~_;u_,...~._ __ ,_..ac--- r 9/24/85 (continued) Page 2 10/7/85 File #152-4;P266 Called steel erection contractor vice president to discuss this situation. 9/25/85 Special Inspection -Field Welding & High Strength Bolting 1) Additional clips have been installed for glazing con- tractor at line A.2 (2 & 5) and along line 9 (Q-T). 2) Bolting irregularity at line 2 (G & L), insufficient grip, has been repaired by replacing bolts with longer ones. 3) Bolts at line 0/7 & 10 (insufficient torque) were tightened and torque tested as per ASTM specifications by inspector. All defects indicated in previous reports have now been repaired in this structure. 4-The Koll Company 1-City of Carlsbad <-~"'i'\ .,.r -~D American Engineering Laboratories, Inc. ' ~ '· &.I. · J:. INSPECTION 7574 Trade Street, San Diego, California 925~tJ a O 1985 REPORT Telephone (619) 695-3730 THE KOLL CO. AEL 5-1033-1 152-4·P266 Date ___ 9~/_2-6~/~8~5 __ roject Name (per plans) ____ CA_R_l_S_BA_D_R_E_SE_A_R_C_H_C_E_N_TE_R _____ (_SE_R_I_E_S_7_0_0_0 __ Building Permit No. _8_4_-6_3_2_-_B __ roject Address (legal) ____ ...;.23_8_6.;.._;.F...;.a __ r __ a_d.;;.;,ay......__A_v;...;e;;.;..n..;.;u..;;.e.,_, _c ... a __ r __ l"-"s-'b __ a.;;,.d~, _C,;.;.A.;;.;.... __ _ Plan File No. _______ _ -----------------------------Govt. Contract No. _____ _ -----------------------------Census Tract No. ______ _ The Koll Company Other __________ _ INSPECTION CODE MATL SAMPLING CODE MATERIAL DESCRIPTION -Reinforced Concrete SIC _ Concrete Cylinders cc _ Reinf.: Rebar _ Steel: ________ _ _ Prestressed Concrete SIPC _ Mortar Samples MS _ Reinf.: W.W.F. _ Metal Decking: ______ _ _ Reinforced Masonry SIM _ Grout Samples GS _ Aeinf.: Tendons Shear Connectors: ______ _ Struct Steel Assembly -Fiteproofing FP _ Cone~ Mix #/ps· H.S. Bolts: _______ _ 1. Shop Fabrication SISS·1 _ Units (block or brick) UB _ Cone.: Mix #tps· Electrodes: _______ _ 2. Field Welding SISS·2 _ A.C. Concrete ACC Cone.: Mix #fps· Electrodes: _______ _ 3. H.S. Bolting SISS-3 _ Roofing RS Cone.: Mix #/psi Cert. Welders: _______ _ Pile Driving SIPO _ ·Reinf. Steel ASS Grout: Mix # /psi Fireproofing: _______ _ Nondestructive Testing -Steel ss Mortar: Type/psi _ A.C. Concrete: _______ _ 1. Shop SINOT-1 _ Tendon (PT Strands) TS Units: Block Other: ________ _ 2. Field SINDT-2 -Other -Units: Brick _ Other: ________ _ Fireproofing SIFP _ Other T Roofing IR Other _ Waterproofing IWP -Other _ Asphalt Paving IAP _ Other 0 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR Bernard Cook INSPECTION DATE 9/3/85 Special Inspection Roofing Confirmed correction of deficiencies as noted in report dated 8/30/85. Verified that roofing materials for proposed installation comply with the contract docu- ments. 9/6/85 -Special Inspection -Roofing Inspected progressed material installation of felt ply and bitumen application is ~ in accord with workmanship standards as prescribed in specification. Verified felt type and lap at entire roof location. 4-The Koll Company RLH:vls REVIEWED BY --~--l,B~E,µ..R~~L-. -1'""--0F~F-MA-}~--~..i,...\.:.....:.,....~~/\~, '=--=---- Project Name (per plans) Project Address (legal) Architect Engineer Contractor INSPECTION CODE Reinforced Concrete SIC Prestressed Concrete SIPC Reinforced Masonry SIM Struct. Steel Assembly 1. Shop Fabrication SISS-1 2. Field Welding SISS-2 3. H.S. Bolting SISS·3 Pile Driving SIPD Nondestructive Testing 1. Shop SINDT·1 2. Field SINDT-2 T Fireproofing SIFP Roofing IR Waterproofing IWP Asphalt Paving IAP __ Other 10 (-- American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 AEL 5-1033 152-4;P266 CARLSBAD RESEARCH CENTER (SERIES 7000) 2386 Faraday Avenue, Carlsbad, CA The Koll Company ( ' • INSPECTION REPORT Date ___ 9...:./_2_6.:..../8_5 __ Building Permit No. ----'8_4:...-...;:6;.;:3;.;:2_---=B;....__ Plan File No. ________ _ Govt. Contract No. ______ _ Census· Tract No. _______ _ Other __________ _ MAT'L SAMPLING CODE MATERIAL DESCRIPTION Concrete Cylinders cc Reinf.: Rebar _______ _ Steel: _________ _ Mortar Samples MS Reinf.: W.W.F. _______ _ Metal Decking: ______ _ Grout Samples GS Reinf.:Tendons ______ _ Shear Connectors: ______ _ Fireproofing FP Cone.: Mix #/psi, ______ _ H.S. Bolts: ________ _ Units (block or brick) UB Cone.: Mix #/psi, ______ _ Electrodes: ________ _ A.C. Concrete ACC Cone.: Mix #/psi, ______ _ Electrodes: ________ _ Roofing RS Cone.: Mix #/ps;,_· ______ _ Cert. Welders: _______ _ Reinf. Steel RSS Grout: Mix #/psi. ______ _ Fireproofing: _______ _ Steel ss Mortar: Type/psi ______ _ A.C. Concrete: _______ _ Tendon (PT Strands) TS Units: Block _______ _ Other: _________ _ Other Units: Brick _______ _ Other: _________ _ Other Other Other CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR Bernard Cook INSPECTION DATE 8 __ /_3_0 __ /8_5 __________ _ Special Inspection -Roofing Conducted preliminary roofing inspection.· Inspected substate (deck surface) for proper conditions to receive roofing materials. Intermittent gaps betwee~ sheating was noted and was referred to contractor 1 s representative for correction. Flashing material is to be applied over deficiencies noted as outlined in applicable section 07510. Also referred insufficient nailing at various locations and notified repre- sentative for correction. 4-The Koll Company RLH:vls REVIEWED BY~i~.L,~1-_..:::::::...~ ~~ ~n f - ROBERT L. HOFFMAN -.~ ··---. \ CLIENT: PROJECT: REPORT DATE 1985 8/30 9/3 & 9/ THE KOLL COMPANY 7330 Engineer Rd. San Diego, CA 92111 Attn: Bob Beauchemin (-r American Engineering Laboratories, Inc . . 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 RECEIVED SEP ao 1985 THE KOLL CO~ 9-26-85 742 DATE INVOICE NO. 152-4; P-266 FILE NO. PAGE __ 1 __ OF_._l ___ _ Carlsbad Research Center -Series 7000 P.O. NO.------------ 2386 Faraday Ave_., Carlsba_d, CA I.D.NO. ITEM DESCRIPTION QUANTITY UNIT PRICE AMOUNT 1 Roofing Inspection on 8/30 4 hrs 30.00 $120.00 5 2 Roofing Inspection on 9/3 and 9/6 8 hrs 30.00 240.00 3 Special Inspection on 9/9, 9/10, and 12 hrs 28.00 336.00 9/12 Total Invoice. . . . . . . . . . $696.00 - We appreciatP the opportunity of doing this work for yotL If you have any suggPstions on how w,• ccm improtw our sntticf's. pleas,• lf'I us know. INVOICES ARE PAYABLE ON RECEIPT UNPAID AC~OUffTS BEAR INTEREST AT 1 'h'lb PER MONTI-I UNTIL PAID ! I i i I I I c-- n .-, ,') ,_ t ,, (, Am eri can Engineering Laboratories. Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 INSPECTION REPORT Report No. ---=-=AE=L:..-:5::....-...:1:::..0~1=5 _____________________________ _ Project No. ---=1:.::5:..:2,._-_4,:;.,,L.· P=-=2-=6c..::6:__ ____________________ _ Date 9 I 1 7 / 8 5 Project Name (per plans) CARLSBAD RESEARCH CENTER ( SERIES 7 0 0 0) ProjectAddress(legal) 2386 Faraday Avenue J Car] sbad, CA Architect Deems /Lewis and Partners Engineer Nowak-Menlrnester and Associates contractor The Koll Company Building Permit No. 84-632A&B Plan File No. ________ _ Govt. Contract No. ______ _ Census Tract No. ______ _ Other __________ _ INSPECTION CODE MAT'L SAMPLING CODE MATERIAL DESCRIPTION _ Reinforced Concrete SIC Concrete Cylinders cc Rein!.: Rebar _x_ Steel: AS TM A36 _ Prestressed Concrete SIPC Mortar Samples MS Reinf.: W.W.F. _ Metal Decking: Reinforced Masonry SIM Grout Samples GS Reinf.: Tendons Shear Connectors: ...x. Struct. Steel Assembly Fireproofing FP _ Cone.: Mix #/psi H.S. Bolts: 1. Shop Fabrication SISS-1 Units (block or brick) UB _ Cone~ Mix #/ps; lL Electrodes: E7018 J. 2. Field Welding SISS·2 _ A.G. Concrete ACC Cone.: Mix #/ps; Electrodes: 3. H.S. Bolting SISS·3 Roofing RS Cone.: Mix #/psi lL Cert. Welders: Yes Pile Driving SIPD -Rein!. Steel RSS Grout: Mix # /psi Fireproofing: Nondestructive Testing -Steel ss Mortar: Type/psi A.G. Concrete: 1. Shop SINDT-1 _ Tendon (PT Strands) TS Units: Block Other: 2. Field SINDT-2 Other Units: Brick Other: Fireproofing SIFP Other Roofing IR Other __ Waterproofing IWP Other __ . Asphalt Paving IAP __ Other IQ CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR David Folz (W-278) INSPECTION DATE ~9"-/=l.,.,0.,_/..::::8..::::5'------------ Special Inspection -Field Welding Inspected completed welds at: Wide flange beam to wood beam strap connections second floor elevation lines Q-7, L-11, D-6, K-9, L-3, and K-3. Reference to detail 18 and 15 S-8 per plans. 4-The Koll RLH/crl Compan~~EWEDBY Xl .. 1 ~. ~~ ROBERT L. HOFFMAN -= . r r. American Engineering Laboratories, Inc. INSPECTION 7574 Trade Street, San Diego, California 92121 REPORT Telephone (619) 695-3730 Report No. ---'AE!:.==:!==L~S~-~1~0:..:=l=-=5"----'1=------------------------------ ProjecfNo. ___ 1.::!.5~2'--..;;;4w·l..:!P"-'2!:::..6=6---------------------Date 9 / 1 7 / 8 5 Project Name (per plans) CARLSBAD RESEARCH CENTER ( SERIES 7 0 0 0 ) Building Permit No. 8 4-6 3 2 A ( ProjectAddress(legal) 2386 Faraday Avenue. Carlsbad. CA PlanFileNo. ________ _ Architect Deems /Lewis and Partners Govt. Contract No. ______ _ Engineer ______ .:;N;.;:o:;..:w""a=k:..--=-M.::.;e:::.u=l::::m::.::e:.:s=-t=ea=r,__,a:::n=d'---"'A=..:s=-s=o'->=c'-"i::.:a::.t=e:.::s,.._ _____ Census Tract No. ______ _ Contractor The Koll Company Other __________ _ INSPECTION CODE MAT'L SAMPLING CODE MATERIAL DESCRIPTION -Reinforced Concrete SIC Concrete Cylinders cc Rein!.: Rebar _x_ Steel: ASTM A36 Prestressed Concrete SIPC Mortar Samples MS Rein!.; W.W.F. Metal Decking: -Reinforced Masonry SIM Grout Samples GS Rein!.: Tendons Shear Connectors: _x_ Struct. Steel Assembly Fireproofing FP Cone.: Mix # /psi H.S. Bolts: 1. Shop Fabrication SISS-1 Units (block or brick) UB Cone.: Mix #fps' _x_ Electrodes: E6011 _x_ 2. Field Welding SISS·2 A.C. Concrete ACC Cone.: Mix #/psi Electrodes: 3. H.S. Bolling SISS·3 Roofing RS Cone.: Mix # /psi Cert. Welders: Pile Driving SIPD Rein!. Steel RSS Grout: Mix #/ps' Fireproofing: Nondestructive Testing Steel ss Mortar: Type/psi A.G. Concrete: 1. Shop SINDT-1 Tendon (PT Strands) TS Units: Block Other: 2. Field SINDT-2 Other Units: Brick Other: Fireproofing SIFP Other ,-:, Roofing IR Other Waterproofing IWP Other Asphalt Paving IAP Other IQ CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR G, Griffith (W-279) INSPECTION DATE _9'-'/ .... 9""'/'-'8......_5 __________ _ Special Inspection -Field Welding Inspected welding of clips installed to support window wall line I'\· ( O.,; 5.-AJ and line O. 5 (N-R) • Welding defects noted are as follows: Porosity, undercut, downhill passes, lack of fusion, overlap, poor profile and insufficient leg were visible and improper electrode type. Glazing contractor was notified of the above for corrective action. Reinspection will follow. RLH/crl REVIEWED BY ~,t,i -f -~ 4 ° ROBERT L. HOFFMAN - ( . ' 9/12/85 Special Inspection -Field Welding Page 2 AEL 5-1015-1 File #152-4;P266 9/27/85 Reinspected bolting at braced frames, roof level, North and West side of structure. North braced frame contained a loose bolt and West side had 5 bolts with insufficient length. Had contractor remedy situation. 4-The Koll Company } ) . f ... ' • Amencan Engineering Laboratories. Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 FIL.£ NO 152-4 SUMMARY OF COMPRESSION TEST RESULTS 1 Grout SPECIFIED 2000 Joe, CARLSBAD RESEARCH CENTER MATE .. IAI.: 28-OAY STR.: Ps1 2386 Faraday Avenue P!1Ol'ORTIONS/M1x No.: C564FWP6 ADDRESS: THE KOLL COMPANY TYPE: CEMENT: 6!0 Sk SPEC. SL.UMP: 6 IN. YEAR: 1985· ADMIXTURE: WRDA 79 AGG. SIZE. .IN. •STORED a CURED. NOT TESTED ULTIMATE COMPRESSIVE: STRENGTH. PSI CATE OTHER CATE I.All. NO. CAST L.OCATION IN STRUCTURE SI.UMP 7-DAY 29-CAY TEST RESULTS MAILS:0 MO. CA. IN. AGE 2269 8/2 Line 2' between lines K 2190 2840 ;EP 1 6 1985 --- and L. 3 2930 - ' ' - 4-The Koll Co. AMERICAN ENGINEERING LABORATORIES, INC. tJ~L~~ WILLIAM L. COCHRANE. R.C.E. #24445 American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 F1L.£ No 152-4 SUMMARY OF COMPRESSION TEST RESULTS PAG" 1 Joe, CARLSBAD RESEARCH CENTER 2386 Faraday Avenue AOORESS: THE KOLL COMPANY YEAR: 1 QAJ:; "STORED a: CURED. NOT TESTED CATE L.AII. NO. CAST . MO. CA. L.OCATION IN STRUCTURE 2267 8/1 P9 to Q9. 4-The Ko 11 Co. Attn: Mr. Mike Kubota 3 MATERIAL., Mo rt a r SPECIFIED 28-OAV 5TR.:---]"-'8.._Q......_Q __ PSI PROl"ORTIONS/M1x No.: Type "S" TYPE: -----C£MENT:----SPEC. SL.UMP:----IN. ADMIXTURE: __________ AGG. SIZE: ____ .IN. ULTIMATE COMPRESSIVE: STRENGTH. PSI SLUMP IN. 7-CAV 1540 28-0AV 3310 3340 OTHER TEST RESULTS AG£ 0ATE MAIL.£0 ~-".) ' 6 198: AMERICAN ENGINEERING LABORATORIES, INC. Jl~l_eo~~ WILLIAM L. COCHRANE, R.C.E. #24445 · -·REPORT · · DATE ~::::·:: _-:~_.:~ :/?!?~.~K.\ ·.1985 ;';: . _··,:_-··.: . . '--. ~-' .?j;\:_\\\_;. ... _ :,;·:··.~i:. .. '·;. :. ... ' -. . . ' . --: ;~ ·: : -... :-_ ~ ,-·~ :.' ' :.• .. •,:•~=·:·-~I • . ' .. ,. . . • :: : ~. : 1,::.: :. ..... . -.. --.:. ' _.f ' ·.-:., . . -.. · ., ~---. p :. ·--•• ~: :-::·i':" ,·. -:::: .. -----. - -. -... _ .' ~ .. ·:·:. ·: ·-· ·-·. ~---- :-=--.; : . ;: . .( American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 8-30-85 698 · DATE INVOICE NO. i52-4; ·P-266 FILE NO. · PAGE __ 1 __ OF 1 P.O. NO.:--------------- ",c.l.D.NO •... _. -h ! ••• "' .; •• ·--~~~~~-~~;;:t)~I~ ::.; ·t·: ·.::_:~~;; :_-. ~-::· ... ' '-· ·-·--·· _._. l -·-··: ,: • DESCRIPTION . ·.·. .. ··-: .. 1 · Special Inspection Structural Steel on -_.:_·_.-s_i;_.:_~:·:_·_:·_:.~./:·-_:.:_·=:·~_:· :.;\·-;-.:. -/~'.;7 /24,' ·7 /25, and 7 /26 · . . ... r: ... :.::.-=:: . . ··. -·· .. :: '~--~ -·· .. : . ---.:-: ·-_r~~:.:-: ... -=- . ·-·-··-··· .. ! .. · . ·, .. -. -- 2 -Special .~nspection Structural Steel on ._?/31 .· 3 4 Special_ Inspection Sp'ecia~. ~_nspection . .. 5 Sampling Time on 8/2 Masonry on 8/1 Str. Steel on 8/9 '': . .-·-__ ..... :: : . ,. ---·: ,. -· ' .. ..:.:.:._; __ . :_6 · · Compressive Strength Tests -Mortar · . .-.-\.-·,::-.-~ :.\/ Type 11S11 ; Lab No. 2267 ~?:iY:i . it} • c~f iu~i~~~:~~"[!~ ~~~t~26~Grout ,. . . . =:· -,- ;: : : ~:..-~. _. :.:.:; .,-:. ·: -_. r _ .· ___ .. : i,..:.. -~---. -~ -. .:-.. ·--·-~ -·,.·. -... , Total Invoice. . ; ... : ~ '· -~--' '.' .. ,' . ·-:-::-· -·-,:. ~ ... . ;' .: -.. OUANTI~ 16 hrs· ·--.... 6 hrs 2 hrs 2 hrs 3 hrs 3 ea 3 ea . UNIT . ,. PRICE 28.00 28.00 28.00 28.00 30.00 9.50 9.50 . . . . . . ·:AMOUNT~ . $448.00 168.00 56.00 56.00 90.00 28.50 28.50 $875.00 ' -·-_,, __ - -: I J, ;; I .. ....,L~ .,J: I . __. . ~ We appreclatP the opportunity of doing this workfor you. If you have any sug9f'Stions on how w1• cc111 impml1P our si-n•icPs. plPa:w let us know. . . ·-· .. . . . INVOICES ARE PAYABLE ON RECEIPT U!'4PAID ACCOUNTS BEAR IN~l;ST A'!' 1-!'1!!9 MONTH UNTIL PAID CLIENT: PROJECT: REPORT DATE 1985 5/31 5/31 6/4 & 6/5 THE KOLL COMPANY 7330 Engineer Road San Diego, CA 92111 ( I ( American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 Attn: Mr. Bob Beauchemin 7-8-85 DATE ~- .. ----.. -<.. 591 INVOICE NO. 152-4; P-266 FILE NO. PAGE ___ l_ 1 OF---- Carlsbad Research Center (Series 7000) 2386 Faraday Ave., Carlsbad, CA P.O. NO. ____________ _ Job #4206-70 I.D.NO. ITEM DESCRIPTION QUANTITY UNIT PRICE AMOUNT 1 Special Inspection -Reinf. Concrete 8 hrs 28.00 $224.00 la II II II "(overtime) 2 hrs 42.00 84.00 2 Special Inspection -Reinf. Concrete on 14 hrs 28.00 392.00 6/4 and 6/5 Total Invoice. . . . . . . . . . . $700.00 ! We appreclatP the opportunity of doing this workfor you. if you have any suggPsllons 011 how u11• ccm t111prot1t' our s1•n.1icPS. pleas1• t,•t us know. INVOICES ARE PAYABLE ON RECEIPT UNPAID ACCOU!-ITS Bl;AR INTEREST AT 1 '/,'!IJ PER MONTH UNTIL PAID r \ ( KOLL LETTER OF TRANSMITTAL 7 DATE~, t 7 1 1 e,.,. ~ ~· t ..... , I 1--.., I JOB Nq,4-0_,,.)( •. ':-~.;.:..~-:.,t.' RE C,,r<r. ·rcCI) n-i-rl .... --~-=-: _ .. ~ .. I _J WE ARE SENDING YOU:-~ Attached D under separate cover via _______ the following items: D Prints D Shop drawings D Plans D Specifications D Samples --;~.:.:,':1-1: D Change order D Copy of letter tJ h-..:::.=r} t,!~~.-\ COPIES DATE NO. --7-t-'k.J<f-t-,< --r--c·;-r ., Kf.. Cil::.•i--c:D 8! ,Si i :?.: _:5- THESE ARE TRANSMITTED AS CHECKED BELOW: D for approval D Approved as submitted ~ for your use D Approved as noted D As requested D Returned for corrections D Resubmit __ copies for approval D Submit __ copies for distribution D Return __ corrected prints D For review and comment D _____________________________ _ 0 FOR BIDS DUE __________ 1g __ O PRINTS RETURNED AFTER LOAN TO US REMARKS ______________________________________ _ K-163 1/85 N1t.K¥ui}5fA---s1GNED ___________ _ If enclosures are not as noted. kindly notify us al once ---------------! • ' ~-1 (~ REC£fV£o American Engineering Laboratories. Inc. AUG 2 1 1985 7574 Trade Street. San Diego, California 92121KOLL CO Telephone (619) 695-3730 NST .• C FtLE No 152-4 SUMMARY OF ~MPRESSION TEST RESULTS 1 - .Grout SPECIFIED 2000 Joa, CARLSBAD RESEARCH CENTER MATEJltlAL: Z8-0AY STR.: PSI 2386 Faraday Avenue PROl'ORTIONS/MIX NO.: C564FWP6 ADDRESS: THE KOLL COMPANY TYP'!: CEMENT: 6.0 S k SPEC. SLUMP: 6 IN. YEA": 1985 ADMIXTURE: WRDA 79 AGG. SIZE: .IN. •STORED 8i: CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI CATE OTHER DATE LAIS, NO. CAST LOCATION IN STRUCTURE SLUMP 7-0AY Z8-0AY TEST RESULTS MAILE;O MO. CA. IN. AGE 2269 8/2 Line 2, between 1 i ~ ~s K ---2190 and L. 3 - ' ·. 4-The Koll Co. AMERICAN ENGINEERING LABORATORIES, INC. J~LG-clt~ WILLIAM L. COCHRANE. R.C.E. #24445 ,J, I J (' J American Engineering Laboratories. Inc. 7574 Trade Street. San Diego, California 92121 Telephone (619) 695-3730 FIL£ No 152-4 SUMMARY OF COMPRESSION TEST RESULTS 1 PAG.._ _____ _ Joe, A00R£SS: CARLSBAD RESEARCH CENTER 2386 Faraday Avenue THE KOLL COMPANY YEAR: 1 Q~ r:; •STORED 8t CURED. NOT TESTED LAS. NO. 2267 CATE CAST MO. CA. 8/1 4-The Koll Co. LOCATION IN STRUCTURI!: P9 to Q9. Attn: Mr. Mike Kubota 3 MATe:111AL, Mo rt a r SPECIFIED 28-0AY STR.: __ __.,]_,,8._.Q ... Q...__ PSI P7'0fl'ORTIONS/M1x No.: Tvpe 11 S" TYPI!:: -----C£MENT:----SPEC. SLUMP· ____ IN. ADMIXTURl!:: ___________ AGG. SIZE: ____ .IN. ULTIMATE COMPRESSIVE STRENGTH PSI SLUMP IN. 7-DAY 1540 OTHER Z8•0AY TEST RESULTS AGE OATE MAI LEO AMERICAN ENGINEERING LABORATORIES, INC. Jt~ t.._(c;ctt~ WILLIAM L. COCHRANE, R.C.Er #24445 (-,(~,C £ I American Engineering Laboratories, Inc. \I£ dNSPECTION 7574 Trade Street, San Diego, California 9212f'4UG 1 2 1985 REPORT Telephone (619) 695-3730 KOLL CONsr. ~ C Report No. _.,£A::Ed.:!L:!.-5-..-.>.!8..s1.9-=l,__ _______________________________ _ Project No._..::.l:.:5:..;2::..---"4..,_;..::;;P..::.2:..;6::..6;:..;_ ______________________ _ Date __ 8~/_6~/_8_5 ___ _ Project Name (per plans) CARLSBAD RESEARCH CENTER ( SERIES 7 0 0 0) Building Permit No. A 84-632A Project Address (legal) ___ .;;;2..;;3....;8;...6a..-.. F..;;a;;,:;;r:;...;a;,;:;.d=a_,_y_....;A'"'v.;...;;;;e~n""'u_e;;;;...,,;.___.C""'a_r....,1 ... s...,b~a=d ..... _....;C.,,A'-'--__ Plan File No. ________ _ Architect ________ D_e_e_m_s_L_e_w_i_s __ a_n_d __ P_a_r_t_n_e_r_s _________ Govt. Contract No. ______ _ Engineer Nowak-Meulmester and Associates Census Tract No. _______ _ Contractor The Koll Company Other __________ _ INSPECTION CODE MAT'L SAMPLING CODE MATERIAL DESCRIPTION Reinforced Concrete SIC Concrete Cylinders cc Reinf.: Rebar Steel: Prestressed Concrete SIPC Mortar Samples MS Reinf.: W.W.F. Metal Decking: Reinforced Masonry SIM Grout Samples GS Reinf.: Tendons Shear Connectors: JL Struct. Steel Assembly Fireproofing FP Cone.: Mix #/psi _.x_ H.S. Bolts: AS TM A325 1. Shop Fabricatioo SISS·1 Units (block or brick) UB Cone.: Mix # /psi Electrodes: 2. Field Welding SISS·2 A.C. Concrete ACC Cone.: Mix #/psi Electrodes: lL 3. H.S. Bolting SISS-3 Roofing RS Cone.: Mix #/ps· Cert. Welders: Pile Driving SIPD Reinf. Steel RSS Grout: Mix #/psi Fireproofing: Nondestructive Testing Steel ss Mortar: Type/psi A.C. Concrete: 1. Shop SINDT-1 Tendon (PT Strands) TS Units: Block Other: 2. Field SINDT-2 Other Units: Brick Other: Fireproofing SIFP Other Roofing IR Other Waterproofing IWP Other Asphalt Paving IAP Other 10 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR G. Griffith (W 279) INSPECTION DATE 7/31/85 Special Inspection -H. S. Bolting Inspected and performed prescribed testing of A 325 bolted connections of 2nd floor structural steel members. All connections are as per specifica- tion for A 325 bolts. 4-The Koll Company RLH/crl REVIEWED BY {)k ~ \ \\~ L ROBERT L. HOFFMAN \\ -=- \ ~ · ~7.._..,,. r ~_ .. ,.._ , ''.t "'": -- ,./ ,, ( ( KOLL LETTER OF TRANSMITTAL ~ __ ,... .-1· -1. ' \ ',t _-.,....f,;. -.:,_!, -~-; ,· .·-.-:.~:···.··a·i:·_:=-,r.···:~::, To ~ -..,--~;,::: ; .. .,(,<·-::;. • .. -,.'\ • .. . -• • --• -r ..ri--..i--t. l ---.. ~......, r ---I JOB NO . .-,•-:: ,.~~/ 1 , r V 7 ·-r "--·---RE _J WE ARE SENDING YOU:-O Attached O under separate cover via _______ the following items: D Prints D Shop drawings D Plans D Specifications O Samples O Change order O Copy of letter tJ------------------------ COPIES DATE NO. ..., -. ' ; . / ---~-. '...,.-.. -:>~-·. ,Ji'-! ,·'"" \, $ : ,._\. =-1-J -~~ _ _:;..-...__ .r ·l • _ _.\ ,,..-,.l .. .._..,... ~,__,., -1 r''.'-~, THESE ARE TRANSMITTED AS CHECKED BELOW: 0 for approval D Approved as submitted D for your use D As requested D Approved as noted D Returned for corrections D Resubmit ___ copies for approval O Submit __ copies for distribution O Return ___ corrected prints D For review and comment D -------------------------------- 0 FOR BIDS DUE __________ 1g __ O PRINTS RETURNED AFTER LOAN TO US COPY TO ~ ----\ K-163 1/85 SIGNED_;=;1~·~_:,,r_§_·~_,_:, ___ -±_~_·:,_:·'_'.1_·.,__._:.. __ ,_.l_£._t_~~-"-_..----___ -___ _ If enclosures are not as noted. kindly notify us at once. -1, : • /.' - ,..,;;.,· '· \"· \~ J',' .t. .t r ~ r: American Engineering Laboratories. Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 FILE NO SUMMARY OF COMPRESSION TEST RESULTS PAGE 1 ·concrete SPECIFIED 3000 Joe, CARLSBAD RESEARCH CENTER MATERIAL, 28-0AY STR.: 2386 Faraday PROPORTIONS/MIX NO.: 50-0016* Premixed AOORESS: KOLL COMPANY TYPE: Ci;;M ENT: 5 " 0 Sk SPEC. SLUMP: YEAR: 1985 AoM1xTuRe:, Pozz. 322N AGG. SIZE: 05TOREO a: CUREC, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI CATE OTHER OAT£ LAB. NO. CAST LOCATION IN STRUCTURE SLUMP 7-0AY 28,0AY TEST RESULTS MAILE:u MO. CA. IN. AGE 1805 6/4 Grade beam, line D-6.5 3.5 3310 3930 ?111 -..,u ... ., to 8, 1st 18 II of grade 3910 beam depth. 4 3860 - i l I I PSI IN. .IN. .,,.,. •'-'I,-.· *50-0016 is a 2000 psi mix. Contractor wants to see if it will reach 3000 psi. AMERICAN ENGINEERING LABORATORIES. INC. 4-The Koll Company L~-~ J. _fa.eBERRY R.C.E. #34S45 .,., .J. - ( American Engineering Laboratories. Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 FIL.£ No SUMMARY OF COMPRESSION TEST RESULTS PAGE 1 ·concrete SPECIFIED 3000 Joe: CARLSBAD RESEARCH CENTER MATERIAL: 28-0AY STR.: 2386 Faraday PROPORTIONS/MIX NO.: 50-0016* Premixed ADDRESS· KOLL COMPANY TYP!!:: CEMENT: 5 • 0 Sk SPEC. SL.UMP· YEAR: 1985 ADMIXTURE: Pozz. 322N AGG. SIZE. 05TORE0 & CUREO. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH PSI CATE OTHER DATE I.All. NO. CAST L.OCATION IN STRUCTURE SL.UMP 7-0AY 29-OAY TEST RESUL.TS MAIL.Eu MO. CA. IN. AGE 1805 6/4 Grade beam, line D-6.5 3.5 3310 3930 JUL ;; to 8, 1st 18" of grade 3910 beam depth. 4 3860 - I I I I ! : i I I i PSI .IN. .IN. 4f"f"'. i::c: *50-0016 1s a 2000 psi mix. Contractor wants to see if it will reach 3000 psi. AMERICAN ENGINEERING LABORATORIES. INC. 4-The Koll Company ~ LI_,A;M J. fa.e!BERRY R. C. :er. #34'.5'45 KOLL To·--r--/"} ;; 1 I , ~ -, "'• • ' ,., V ,;I,,, -I I,,,,, JI ---r ...;-r ... ---,v~ ,....., ,_ .. ~,,.~ \ - WE ARE SENDING YOU: -D Attached D Prints D Change order COPIES DATE \ ,. D Shop drawings D Copy of letter NO, -. ,..::_'. ~(it_.~ {.f i ' '• ' THESE ARE TRANSMITTED AS CHECKED BELOW: LETTER OF TRANSMITTAL j 7 DATE IJOB NO ,, '-~ P,/ t. ..... -. / ~*' { :· RE _J D under separate cover via _______ the following items: D Plans D Specifications D Samples 0------------------------ D for approval D Approved as submitted D Resubmit ___ copies for approval D for your use D As requested D Approved as noted D Returned for corrections D Submit __ copies for distribution D Return ___ corrected prints D For review and comment D -------------------------------- 0 FOR BIDS DUE __________ 19 __ 0 PRINTS RETURNED AFTER LOAN TO US ~I, t''.,.,-COPYTO _,_\~\-~~-\'-_____________ _ \ K-163 1/85 --··--·----------------~------· --------- -~-.... (' ---.... '1 \ { ' ! J/ t' j/ ,., SIGNED J_~--..\fl{t,l,;.t ....... .---~ : If enclosures are not as noted, kindly notify lJS at once, l \ .. , l,{ ,~,. ,_·\ J1V\ .. ---. . " LABORATORY NUMBER AEL 5-723 File #152-4 ( ( American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730· DATE 6/19/85 Project: CARLSBAD RESEARCH CENTER (SERIES 7000) 2386 Faraday Avenue Carlsbad, ·cA Subject: Special Inspection -Reinforced Concrete Reinf. Steel: ASTM A615, Grade 60 Concrete: Mix #50-0008, 5.4 sk Date: 5/31/85 Bui1ding Permit r.84-632A Inspected reinforcing steel installation followed by concrete placement at grade beams line R; (0.5 to 5), line 2; (E.7 to L.3) and line D; (6.5 to 10.5). Cast cylinders for testing. ' Date: 6/4/8p Inspected reinforcing steel and concrete placement at grade beams lines 12; (H.6 to N.3), D (6.5 to 8.5) and line J; (4.9 to 9.1) in addition to *piers at lines A.5, B, C, E (2 and 5); K, L (5 and 9) line D; (6, 11); line F; (6, 7, 8, 10, 12); line G; (5); line M; ((2.5, 9) line N; (3, 4, 6, 8) line Q; (6, 8, 12); line R; (6, 8) and line S; T, and P (9 and 12). Cast 3 cylinders for testing. Date: 6/5/85 Inspected reinforcing steel and observed concrete placement piers line G; (6.5 and 6.8) and line N; (1). Also inspected reinforcing steel and concrete placement at footing for ele- vator shaft. Cast Cylinders for testing. *Note: Reference is made to concrete placement on 6/4/85 at grade beam location line D (6.5 to 8.5). Concrete mix #50-0016 was placed at this location to and elevation of bottom of foot- ing +1'-4" before realizing that this mix is a 2000 psi design mix, not 2500 psi as .specified for this location. The follow-. ing field measurements were made and reported to the structural engineer's representative for review and consideration: 1. Existing width of grade beam is 51 -6 11 2. Existing depth of grade beam is 31-1 11 • ......... RLH:vls Page 2 6/19/85 AEL 5-723 File #152-4;P266 These dimensions were considered as adequate to meet intended design requirements. Test cylinders were obtained from grade beam line D (6.5 to 8.5). Seven day compression test results for Mix #50-0016 is 3310 psi. This result exceeds the specified 28-day requirement of 2500 psi. Contact this office if you have any questions or if we can be of additional assistance. AMERICAN ENGINEERING LABORATORIES, INC. Reviewed by: 4-Client for Distribution to 1-Client 1-Architect 1-Engineer 1-City of Carlsbad ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: ::fu/y JOI [165 OAPPLICANT .JURISDICTION D PLAN CHECKER OFILE COPY OUPS ODESIGNER JURISDICTION: ~C-~-~r~ls~b-a__,..d ________ ___; __ _ PLAN CHECK NO: g '-1-I, 32. fZ.JfZ-Y, TRuss PROJECT ADDRESS: PROJECT NAME: II D D D D D D II 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 deficien- cies identified _______________ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did been completed. Date contacted: advise applicant that the plan check Person contacted: Ro. r'd-1 Wi le v I I zl!ot'e,s Telephone # Ir/ office has REMARKS : Re.-v1 sed ,sh <Et .s -3 s/rowlnq ±cws:>e:s e.t z 4 "o. c. { e.x«j?f . '1 a__f-p/asfec ce, //r1as), p/.,,q5e iLR«i curreof sheet S:3 ~YICI re4(if.c:". I v 7 Coa tnv--lor ,,01// t:>1cl.; uD ·field se+ dref,, No add: 11 ~n"-1 ~Ian ch;ck. -Fee.. }/ ,/Ir T I BY : /Sllrtf,J,1 /ver ENCL: ESGIL CORPORATION -------- -: ) ' , f ] i -I :i j ·::f l l J l I ) f -~ ! ' :: _:[j -------.--· ---·-·-·· ESGIL CORPORATION 9320 CHESAPEAKE DR .• SUITE 208 SAN DIEGO. CA 92123 (619) 560-1468 DATE: A1ay {7t /<f/35 0 APPLICANT [::)1 JURISDICTION 0 PLAN CHECKER [] FILE COPY JURISDICTION:_Ci, __ .._r ... (s ..... h ..... a ..... d _______ _ PLAN CHECK NO: 8':/-/432.. )::;EV 0 UPS 0 DESIGNER PROJECT ADDRESS!fi~/ IFacadav Ave, i<oU /7~ offj,CQ.. fSltJe,:/ 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's D D building codes. - The~plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficlen- cies identified on the enclosed check list are resolved and checked by building department staff. The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck • • The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp.•until corrected plans are submitted for recheck. D • D • The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. I ,, The applican~s copy of the check list has been sen~ to: Esgil staff did not advise the applicant contact person that plan check has been completed • Esgil staff did been completecf:"' Date contacted: advise applicant that the plan chec;0has Person contacted: Da.vd :s_+-.., / io C -~u.u,i/Li ~ 25 !Ro / ~$ Telephone # .?3:./-1Sfl 1 • 8 Y = /<urf tltker ESGIL CORPORATION ENCL: ------- Form 31584 ). if ' Koll/7000 Office Building Carlsbad, California Plan Check No. 84-632 Rev. May 17, 1985 This correction list pertains to the revised plans sub- mitted which show a change in the type of construction from Type V-N spr. to Type V-lhr. spr. ARCHITECTURAL 1. Provide justification that 2 layers of 1/2-inch Fire- code C wallboard provides one-hour protection for the 2. .)!'MI joists. Refer to the ICBO approval for the joists and show all call outs from the one-hour assembly shown in the approval (resilient channels, batts, over- laps, etc.). Alternatively, 2 layers of 5/8-inch Type X wallboard may be used (see the reference to ICBO report 1632 in the approval of the TMI joists). This additional dead load, however,must be considered. Note 4 on Sheet A-8 specifies two layers of 1/2-inch Firecode C wallboard; this conflicts with the other call outs on,Sheet A7, A8 etc. (showing one layer of 5/8-inch Type X wallboard). 3. Th~ plans only specify two layers of 1/2-inch.Firecode C wallboard as protection for the braced frames and structural columns. Specify all call outs from item 22 of Table 43-A(including footnote 4). Addition- ally, special consideration should be given to the connections at the braced frames (diagonal-to- horizontal, diagonal-to-vertical etc.). Special de- tailing should be provided to ensure that fire- resistive integrity will be maintained. Consideration may be given to spray-on fireproofing. 4. Provide individual fire-resistive protection for those steel beams supporti.ng more than one level. Section 4303(b)6. Such beams are critical since their failure during a fire would cause wide-spread damage to the building. . I ' Carlsbad Plan Check No. 84-632 Rev. May 17, 1985 4. Can't Individual protection is typically specified by show- ing spray-on fireproofing. 5. Wrapping the glue-laminated beams with wallboard does not provide an approved method of one-hour pro- tection. A recent research report, NRB 250, provides a means of obtaining one-hour protection. As an .9-lternate, the City of Carlsbad allows heavy-timber '":"·-: construction as equivalent to one-hour construction, but only when such wood is fire-retardant treated (see Section 407 and note that treatment must be "impregnated" (i.e., pressure applied) and not painted or sprayed on). Note also that Section 2504(c) 3 re- quires adjustment in stresses. 6. Note on the plans that fire dampers will not be in- stalled until first approved by the Building Inspector. 7. Maintain one-hour fire-resistive wall construction at built in wall fixtures and behind mailboxes, f~re- extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 4304(e) 8. Detail and reference ICBO number pr other approval for horizontal fire assembly using trusses. Section 4303(b)8 9. Detail how fire-reisstive wall and ceiling protec~ tion will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Section 4303(b)6 Carlsbad Plan Check No. 84-632 Rev. May 17, 1985 10. Clearly identify location and hourly fire-resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and·how fire resistivity will be maintained at floors and roofs. Section 1706 11. Detail all plumbing and electrical penetration at occupancy, area, corridor or other fire separation ~lls as specified in Section 4304(e}. 12. Detail all furred ceilings as required in Section 4203. Show fire-retardant treated wood where necessary. 13. Sheet S3 still show trusses at 24 inches on center (by grids E/8 and F/3.5). 14. Change beam F-204 to a W 16 x 40 on line N by line 1. See the revised calculations. 15. Many sheets of the revised calculations were too faint to read. Resubmit a more legible set. A new (dated) signature should appear on the first sheet. 16. Sheets A-17, A-18, A-19, etc. of the calculations show members that are slightly overstressed. Is this condition desirable? Is the owner aware of this fact? 17. Why wasn't the 60 kip horizontal force to the anchor bolts on Sheet L-36 increased? It appears that other members on other sheets were not checked for increased loads. When more legible calculations are submitted this can be verified. 18. It appears that the loads on Sheet L-37 were not increased by 13.5% (as the note calls for). Clarify. If you have any questions, please contact Kurt Culver of Esgil Corporation at (619)560-1468. Thank you. Dates s-I1-as Prepared bys k.ucf Cu. Iver Jurisdiction CacJ.shgd VALUATION AND PLAN CHECK FEE o Bldg. Dept. O Esgil PLAN CHECK NO ._B4-1p3z R1:;;y. BUILDING ADDRESS !;fl Camino f?ey,t/Farq:efa.'{ fl..11e-. APPLICANT/CONTACT Da.v,d :Ste-lla.c PHONE NO ._2._.3._l( ... -..... te ........ 11 ______ _ BUILDING OCCUPANCY 13-2,. DESIGNER PHONE._''-~_. ___ _ TYPE OF CONSTRUCTION Y... I be, ;soc, * CONTRACTOR PHONE I ----- BUILDING PORTION (').J:°+ j ('" .,., .._,- ' Air Conditionin~ Commercial Residential Res. or Comm. Fire Snrinklers Total Value fee Adjusted To Reflect BUILDING AREA VALUATION VALUE MULTIPLIER "< .:;.,_ q /Jr") 42.-1../n = 2-oo 77 a-,,..,,....., -, I -:r-,1--: t;:-4, r""'-.rJ/ l-T~ /]:)~ . ,,. , @ ,. (cl .. - @ 77 a~..--, ffi. 0 Energy Regulations (fee x 1.1) OHandicapped Re~ulations (fee x 1.065) . . Building Permit fee. $. ___________ --:......:... _____ _,$1f.._.a3~l:i::....71..:p;...:.C:Z~Q~-- Plan Check fee_:!:..$ --------------=---------:,.-=-..;:;$~,:Z_:3.::B_:_·'-'_5=_-5:::.:::.:::.:::.:::.:::-__. co MME N rsi ;{( Ibts 0/40 . i £mm J'y:p1:. & 4' :Sou . , wb:f'C k.. 1$ ..foe c.harae i'a iP Yffe..$/houc¥2u . . /.,o...r;. r..r- fvnc af '"n s+r(,,{Lf,',:za 71 8/4/82 Date I Pii?z/P;L{ Prepared bys Kw+ C-, t v e...-r Jurisdiction Carlsbad VALUATION AND PLAN CHECK FEE o Bldg. Dept. • Esgil PLAN. CHECK NO. 6 Y -(q3c2 BUILDING ADDRESS El Camino Reg.I /r:aco.day 4ve... (Koll boco O:ffi'ce 13/dj.) APPLICANT/CONTACT Davi'd Ste-Ila., PHONE No. d?i3L/-/8// · BUILDING OCCUPANCY /3-e?, DESIGNER PHONE._"_ •• ___ _ TYPE OF CONSTRUCTION Y'-:-6/ :5pG 'CONTRACTOR PHONE .;l9;:;_-5550 BUILDING PORTION n.r::1::t, I? . F<,fl lcoY\v I - : - ' Air Conditionine Commercial Residential Res. or Comm·. Fire S"Orinklers Total Value fee Adjusted To Reflect BUILDING AREA -VALUATION VALUE MULTIPLIER '2,~ qoo 4D.oo I i;c; {o Don I 00() · 9J. 00 s:::>, ODrJ , : . - 30 qoo @ 2.80 10g Cfd.0 -@ 2.40 3e:, CfDO @ 1.50 59, 350 I 7 ~I ::J.70 OEriergy Regulations (fee x I.I) OHandicapped Regulations (fee x 1.065) B uildiri g Perm it fee: $ ___________ ~"------__,:11.$_Y..1..:::S:..;\:...:3::. . ...::.•....;::0::....:0:::;._._ Plan Che ck F ee__:$!:..--------.--~-.,.,..,..:.-------_..;$:;.__.;:;.d...;..q...:..=3;..;.3~·::;.__Y.i...=:;S_ COMMENTS._•---------------------------- B/4/82 .' ESGIL CORPORATION 9320 CHESAPEAKE OR .• SUITE 208 SAN DIEGO. CA 92123 (619) 560-14-68 DATE : .June,., 5 / '155 I O.,..AJ:P_LJ CA N.T (O~,J)J:,QJ'.l~X:, 0 PLAN CHECKER 0 FILE COPY JURISDICTION:_C=a..=~~J.s_&;,_d.__ ______ _ PLAN CHECK NO: 8={-6'3Z /.2.EV 0 UPS 0 DESIGNER PROJECT ADDRESS: Ko1-L../zo® Offrce 1$/i:), F,i,rA.d4y 11-vc. • The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 D 0 D D D • The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff. The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp.•until corrected plans are submitted for recheck. The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. ,., The applican~s copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed • Esgil staff did advise applicant that the plan check has been completed. Person contacted: [>q,v,'d Sfel[ac Date contacted : _ __,;;;;~ .. [.::;s-.,/4.w:B;C;;;:._ ______ Te le phone # ,'a Q £Gee REMARKS: R.ev,'sed flaas c.hafJ'CJ frfe of a11sfo.«;-,hhn fco,rz TYf' Y--N <-?ti 1P 7>te. :U:-Lboarsor. I BY: l<uct Ctwec ESGIL CORPORATION ENCL: --------- Form 31584 .· ESGIL CORPORATION 9320 CHESAPEAKE DR .• SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: ,.;z~,;u,-a:f 0_k,J.?>PLICANT ~ JURISDICTION 0 PLAN CHECKER 0 FILE COPY JURISDICTION: __ C'"""a...=r.;._l=s=b=a=d ______ _ PLAN CHECK N0:---'8=-Y~-~0~3,;?.=-_,__ _____ _ 0 UPS 0 DESIGNER PROJECT ADDRESS: E\ Co..Mino Rea,[ / FoJo.do..y Ate-, C ~o ll / 7000 OH-ke. .Bl{~ .) 0 The plans transmitted herewitn have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 D • D • 0 • The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff. 'The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck . The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person • The applicanVs copy of the check list has been sent to: Arch; ±ec-+ Esgil staff did not advise the applicant contact person that plan check has ~een completed . Esgil staff did advise applicant that the plan check has been completed. Person contacted: ~e?:b'oV\.\1s+ eArcJ....'f o:ffice,. Date contacted :_ .... loZ_-___ ~----... B .... ':i..._ ______ Telephone # o23t./-!Bll REMARKS: ------------------------------- BY: Kur+C, Iver ESGIL CORPORATION ENCL: -------- Form 31584 TO: D~emsL.Lewis & Partners <!Citp of <!tarlsuab D APPLICANT COPY 320 Laurel D CITY COPY Diegoi 1200 ELM AVENUE D PLAN CHECKER COPY San CA CARLSBAD, CALIFORNIA 92008 Attn: David Stellar COMMERCIAL PLAN CORRECTION SHEET A. Plan Check Number 84-632 B. Site Address El Camino Real/Faraday Ave. (Koll/7000 Office Bldg.) C. D. E. F. G. H. Owner ____ T_h_e_K_o_l_l_C_o_m~p.._a_n...._y _________________ _ Building Code Applicable -----------------------1979 U.B.C. Occupant Load ( Shel 1) Stories 2 ------------- Occupancy · ~-2 Use Office Type of Construction V-N Sprinklers: XXYes ---------------------No Allowable Floor Area 8,000 Actual 38,900 __ .....;__________ ----------- t Basis for Area Increase Sprinklers and yards per Sec. 506 (a) ·& (c) J. Remarks 2 yards@ 38' or 3 yards@ 29' or 4 yards@ 25' required Date Plans Submitted 12/10/84 Date Plans to Plan Checker 12/12/84 Date Initial Plan Check Completed 12/28/84 Applicant Contact Person David Stellar FOREWORD: PLEASE READ By Kurt Culver Tel. 234-1811 1. This plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. 2. You may have other corrections based on laws and ordinances enforced by the Planning, Engineering and Fire Departments. For information regarding those departments, please contact Mr. Carter Darnell at (619) 438-5525. 3. The items below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 {c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state; county o~ ~ity law. 4. Please submit two sets of corrected plans and show on this list where corrections were made i.e. sheet, detail, etc •. Return any original plans and documents that were returned to you by the city. The above items may be returned to the City Building Department or to Esgil Corporation at 9320 Chesapeake Dr., Suite 208, San Diego, CA 92123, telephone (619) 560-1468. 8/19/82 -; ,,'it• Carlsbad 84-632 December 31, 1984 5. Provide a signature of a California licensed architect or civil engineer on each sheet of the plans and on the cover sheet of the structural calculations. Omit the "not for construction use" note on the "S" sheets. 6. As a shell building, provide a note on the plans (cover sheet, site plan) that the building will not be occupied until separate permits are obtained for tenant improve- ments. 7. Show on the site plan the property line between Parcel A and Parcel B. Provide wall and opening protection based on the distance to this property line. 8. For the exiting layout of the second floor, sheet A-4 shows a corridor leading to each of the· stairs. Show that these corridors will comply with Sec. 3304 (i.e., one-hour construction of walls and ceiling, 20 minute doors). Provide a typical cross section through a one-hour corridor. Provide fire dampers at duct penetrations per Section 4306 (i). 9. To meet the exception in Section 3302 (c) regarding separation of exits, the stairs must be exit enclosures, thus requiring compliance with Section 3308. Per Section 3308 (d), show a ground floor extension with no openings except exit doors and one-hour exit doors per 3308 (c). Omit the electrical room doors opening into the ground floor extension and provide a door to separate the courtyard from the ground floor extension. Additionally, the exception in Section 3302 (c) requires that the stairs be connected by a one-hour corridor or exit balcony. Show one-hour construction for the ceiling and any walls along the exit balcony (the exception in Section 3304 (h) allows unprotected openings but not unprotected walls). Any portion of the store front Carlsbad 84-632 December 31, 1984 system that is provided with insulation becomes a "wall" and one-hour construction is thus required. 10. Show attachment of brick veneer per Chapter 30. 11. Show at details 5/A5 and 6/A5 that the one-hour membrane protection for the stairwells will extend full height on each side of the wail. Review other one-hour construction details/sections. Line J at A/.A7, detail 11/Al0, etc. 12. Provide one-hour wall construction for the elevator because of the assumed property line (Section 504 (c) of the 1979 UBC). 13. Show safety ~lazing where required per Section 5406. Section 5406 in the 1982 UBC is identical to California law. Follow those provisions. 14. Provide specifications for the roof. Provide basis of approval that it is a fire-retardant roof-(ICBO number, U.L. number, etc.). Check minimum roof slope per Table 32-B. 15. Provide basis for approval for the curved glass system at C/A8. Give ICBO number, NRB number, etc. or provide structural calculations and details and show compliance with ½hapter 34. As an alternate, provide a note indicating that the system will not be installed until substantiating data is submitted to and approved by the Building Official. 16. Provide basis of approval for the store front system or a note, as discussed in item 15 in above. 17. Detail 5/AS references 1/Al0 for a handrail detail. Detail 1/Al0, however, do~s not comply with Section 3305 (j). Show 1-1/4 inches to 2 inches as the maximum cross-sectional dimension for handrails per this section. Carlsbad 84-632 December 31, 1984 18. Detail 4/Al0, as referenced at detail 23/Al0, should be changed to 5/Al0. 19. Revise the door jamb details on sheet A-11 to show rated assemblies. The fire-resistive wall membrane (wallboard) should be overlapped by the frame. 20. Show on the site plan that unobstructed yards will be provided around the building to increase its allowable floor area, per Section 506 (a). Refer to Item Jon the cover sheet of this correction list for options. 21. For the exit doors shown, provide a note on the plans showing compliance with Section 3303 (c). 22. Provide structural details for the stairs. 23. Provide draft stops per Section 2517 (f) 2. 24. Provide fire stops per Section 2517 (f) 1. 25. Note on sheet S-1 that prior to the contractor requesting ·a foundation inspection, the soils engineer shall advise the Building Official in writing that the items listed under "Foundation" on sheet Sl have been met. 26. Refer to the attached list for disabled access require- ments. 27. Altho~gh not applicable to this project, note 11 under the "Reinforcing Steel" n?tes on sheet Sl should be changed such that the Building Official also receives the mill test report. 28. Specify on sheet Sl that special inspection is required for concrete with a design strength greater than 2,000 psi (grade beam). 29. Modify note 4 under the"Welding" notes on sheet Sl such that it states that "continuous special inspection is required for all welding (shop and field). However, special inspection need not be provided when the welding is done in an approved fabricator's shop". Carlsbad 84-632 December 31, 1984 30. It is suggested that the blocking/straps on lines D and Jon sheet S3 extend to line 2 (similar to roof framing) to better develop the chord/drag forces into the horizon- tal diaphragm. 31~ Clarify detail 2/S8: is it intended to cantilever the floor plywood beyond the perimeter beams? Typical office conditions would place heavy loads at this location. Justify this detail. 32. Provide calculations (both vertical and lateral) justify- ing the support of the curtainwall at 2/S8, 15/S8, etc. Consider also the provisions of Sec. 2312(j) 3A. 33. Provide a cross-section through F-10 on line A (Sheet S3). As with item 31 above, is it intended that the floor ply- wood will cantilever to support the curved glass system? Justify the support. 34. Show blocking along line Fon Sheet S3 below the upper level wall. 35. Design the floor joists at the storage room fby stair 1) for a live load of 125p.s.f. per Table 23-A. 36. Clarify the support for the Wl2 x 19 beam on line 7 on Sheet S3 (between J and K). The system consisting of this beam and the 6 x 14 beams is unstable. 37. The 4 x 12 drag/chord beam on line Jon Sheet S3 (between 8 and -9) cannot be installed as sho~n if the TMI joists span perpendicular to the.beam. Revise the plans to show straps/blocks. 38. Provide calculations for the 4 x 14 beam on line 5 on Sheet S3 (between Kand M) to support tributary floor loads and the weight of the wall above. 39. Provide calculations for the TMI joists spanning 24 feet on Sheet S3 between lines F and Kand 12 to 9. 40. Provide calculations justifying the double joists called for on Sheet S3 along lines 4.5, N.5, etc. Carlsbad 84-632 December 31, 1984 41. Provide calculations justifying the TMI joists between lines 4 and 6 and N to R for future corridor loading (100 p.s.f. live load) as shown on Sheet A4. 42. Provide calculations justifying the 2 x 8 joists at 24 inches on center on Sheet S3 between lines N and N.5 and 0.5 to 9. 43. Callout the member size along line D.2 on Sheet S4. 44. Line A, as shown on Sheet S4, should be changed to line A.5. 45. Note 3 on Sheet S4 refers to mechanical equipment on the roof. If to be provided, submit calculations for the support of such equipment. 46. The engineer should investigate the possible need for {or desire to provide) ~tiffener plates at the wide flange beams at the braced frames at the outer edges of the gusset plates. This would reduce the possibility of a hinge forming at this location. 47. Provide clearer copies of Sheets S6, S7, S8 and S9. Those submitted had weak details in the top right corner. 48. Clarify why A 325~ bolts are being provided at details 13/S6, 18/S6, etc., Whereas other details call for A325 F bolts. 49. Show field weld symbols at each applicable detail. 50. Show a square groove weld at 12/S6 similar to 5/S6, 7/S6, etc. 51. Provide calculations for the connection between upper and lower columns in the braced frames where tension exists. Check bolts and plates. 52. Why are four bolts called for at 17B/S6 when the detail only shows two bolts? 53. Shouldn't a tie strap be provided at 4/S7, similar to 10/S7, for chord/drag forces? Carlsbad 84-632 December 31, 1984 54. The 16d nail called for at 19/S7 will not have sufficient penetration into the G.L.B., per Table 25-G. Revise the detail accordingly. 55. Show a strap from the blocking to the adjacent beam at 20/S7 or the detail would be ineffective. 56. Was it intended to not provide a stiffener plate at l/S8, similar to 5/S8, etc.? 57. Show the weld symbol (typical) for the studs-to-beam at 1/S8, etc. 58. " ~ Clarify brace by others note at 6/S8, 14/S9, etc. Provide complete callouts. Justify with calculations. 59. Show. that the 1/4 inch x 2 inch x 3 inch plate at 8/S8 will be welded to the web of the beam. 60. Callout the number /size of bolts for the beam-to-stiffener plate connection at 13/S8, 14/S8, etc. 61. Is it intended that the anchor bolts, plates and welds at 8/S9 and 9/S9 resist shear and tension? Note: the following corrections -refer to page numbers used in the calculations. 62. ·Revise the vertical and lateral calculations so as to .include the dead load of the plaster ceilings shown on Sheet A 9. 63. Add the tributary dead and live loads from the curved glass system-to RB-1 and ·RB-11. 64. The tributary width in determining the P load for RB-5 should· be 8 feet, not 4 feet. · 65. Recheck RB-7 and RB-8 since the plans show no cantilever of 6 or 8 feet. '1his may change the moment and/or camber. 66. Recheck RB-13 for a 9 feet cantilever along line K, supporting RB20. 67. The 20001b. concentrated l9ad, as required in Sec. 2304(~), rr " . should be placed upon any space. Accordingly, when check- ing shear, this load should be applied near the support (d distance away). Revise the floor joists calculations. -- Carlsbad 84-632 December 31, 1984 68. Revise floor joist 5 on page 10 for a 20 foot span (as the plans show) . 69. Add to the loading of floor joist 6 on page 10 a concen- trated lo-ad from the dead load of the wall above. See also correction 34. 70. Clarify the location of joist 8 on page 11. Also beam 10. 71. Add to the loading of beam 9 on page 11 the wall weight on line 5 between F and K. 72. Beam 11 on page 11 should be designed for a greater span along line M. 73. 74. 75. 76·. 77. 78. 79. 80. 81. \°\ II • Clarify the addition of 71 p.l.f. tow for F-1. Is this the tributary loading from the curved glass system? If so, justify. For the design of F-1, ignore~w•for the last 6 feet of the span (refer to framing plans), but add a~F load from the multiple joist reaction. Check the unbraced length at the cantilever for F-2. Add to the~w~loading of F-2 the dead load of the curtain~ wall system .. NOTE: This applies to all perimeter beams. Clarify the'hol~n~te on page 15 for F~lo. Clarify the location of F-14. Provide a calculation for, and show on the plans, the connection of F-16 to F-17. To the~P~load of F-17, add the reaction from the 6 x 14 beams on line M. The''w~ load for F-20 should be multiplied by 3 since there are floor joists perpendicular to the beam (6 foot span). 82. Provide calculations for, and show on the plans, the columns sizes below beams (other than at braced frames). 83. Add to F-3 on page 20 (footing) the Ra reaction from beam F-20 (at Grid B/5). Add also the reaction from the Wl2 x 19 beam on line N. Refer to the foundation/framing plans for these two locations. Carlsbad 84-632 December 31, 1984 84. Justify that the Zone I roof and floor diaphragm need only be 4 feet wide. 85. Once the chord force is calculated at the top of page L-7, L-8, etc., specify and justify how this force will be resisted. Is the 34.7 kip force on page L-10 to be resisted by detail 8/S8? 86. Provide at detail 13/S8 a connection capable of resisting the 13.2 kip force calculated on·page L-8. Grid D/5. 87. Show on the plans the callouts from page L-18. It is suggested that an additional·strap be provided over :the ~ ~ 4 x 12 beam on line M to further develop the T force. 88. Justify the use of*S~in the denominator of the equation on page L-22 checking soil pressure. 89. Why is the~F'1 force on page L-24 being mulitplied by 1.25? Wasn't that already done when the loads were input into the computer program? 90. Show on the plans the ancho~ bolts.and. plate as shown at the bottom of page L-31. 91. Show on the plans the plywood nailing specified -on page L-40. · 92. Soils engineer is to review the foundation and grading plans, per page 17 of the 11/7/84 report. 93. Provide a map with the soils report indicating the locatron of each boring. The report submitted had no such map. ELECTRICAL 94. Specify the type of wire (Al/Cu) and insulation. 95. Provide a justification analysis to show that the #6 neutral feeding the Motor Control center is properly sized. 96. Provide load calculations to establish the service size. PLUMBING 97. Provide water pipe sizing analysis for service line. Carlsbad 84-632 December 31, 1984 98. Show how the floor drains will be primed. Sheet PS 99. Provide a 1 inch air gap for the water lines at the funnel drains (Sheet PS). 100. Provide plumbing pipe material callouts. ENERGY 101. Clearly show on the plans the areas and R values a~sumed in Form 2. 102. Provide a calculation for U overall, similar to OTTV on page 4 of Form 2. 103. Justify an R value of 4.38 for the 2 x 4 studs on Form 3. Also justify the 1.25 R value for the ceiling tile. If used in the calculations, then that specific tile must be shown on the plans (not~N.r.c:). Justify the U values used for glazing. CARLSBAD POLICIES 104. Provide specifications. for the water proofing called for in jtem 30 on sheet A8. This system must be approved by the Building Official in advance of application. Policy ao78. If you have any questions, please call Kurt Culver at (619) 560-1468. Thank you. Encl; Handicap Check List Date I ekz(r,LJ Prepared bys Kuf+ G .. Llvex- Jurisdiction La els bad VALUATION AND PLAN CHECK FEE CJ Bldg. Dept. a Esgil PLAN. CHECK NO •. 6L.\ -{q3c2 BUILDING ADDRESS El Cowino Reg.I /Faraday A-ve. (K,oll tJpco Qf£1ce. E51dj.) APPLICANT/CONTACT Dau1'd $+eli9x1 PHONE NO • .;J.,3L/-/8// BUILDING OCCUPANCY 6-e?, DESIGNER PHONE " '' ------ TYPE OF CONSTRUCTION y;_ 6J spe--CONTRACTOR PHONE ;l.9,;;;_-5550 BUILDING PORTION ()+./:',·,...~ . f<.,., lc:.ol'\v I : - 1 Air Conditionin~ Commercial Residential Res. or Comm. Fire Sprinklers Total Value fee Adjusted To Reflect BUILDING AREA -VALUATION VALUE MULTIPLIER -:z, o, 900 4D.Oo I sr:; to Don , l DOD 0.00 ~ ODr.J ' ; .. . - .36 qoo @ 2.80 IO~ 9d).O , . (cl 2.40 30> 900 @ 1.50 59, 350 I 7 2> I :J7n OEnergy Regulations (fee x 1.1) OHandicapped Regulations (fee x 1.065) Building Permit fee· $ _________ _;__~'-------.:11.$_y...L.::::5:....:\:....:3=-· .::..•....;:0;;..,0::::;__ Plan Che ck f ee-..:$!:-------------=-----------'$~.;;..d.;...q...:..=3....::.3.._,.'---L{,.......S_ COMMENTS~·---------------------------- 8/4/82 ,-·· I, ,, ' I ' ' ·- I . i I I '' ' f I ' ... ' \ PLAN CHECK NUMBEl°J-t 3v ADDREss2.3M ~ DATE 1 ~ ·; _PLANNING: TYPE OF STRUCTURE ;~ ~~~ ZONE:_/ ___ _ " C ... SCHOOL FEES: SAN DIEGUITO ---~~---ENCINIT/1S ------- CARLSBAD ·------SAN MARCOS ____ _ % COVERAGE ----REQUIRED SETBACKS ----- BUILDING HEIGHT ---------FRONT ----,----- FENCES/WALLS ___ ~-------SIDE --------nm CAR GARAGE RE AR COMMENTS: ---··----:------------- ,,, I DATE: * ENGINEERING INSPECTION REQUIRED:_. ___ ·--------------- PUBLIC r!ORKS INSPECTOR: -------- FINAL OK: DATE: ___________ _ * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTI'~ENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS.1 CURB CUT~ DRAINAGE, ETC.) I I I --,I 1200 ELM AVENUE CARLSBAD, CA 92008-1989 €.itp of <!Carl~bab FIRE DEPARTMENT r PAGE1 OF_ TELEPHONE (619) 438-5523 APPROVED\/ / . . DISAPPROVED / PLAN CHECK REPORT .PLAN CHcCK# ,·, .,, ;('1 , ~ f~----~~ /., / PROJECT-'-.J~,-~O=L~{-~l~:r~/r'--~1C_E-'--_~73~-~l=b=C:,"--~7,~r'-"-'00ADDRESS ~-!~/)..,~7,_i_/41.....,....:)~tl'l-,~/ ____________ _ ARCHITECT ADDRESS _________ PHONE _____ _ OWNER ADDRESS _________ PHONE ____ _ OCCUPANCY t; .r?,t,-CONST. -~1/ ____ TOTAL SQ. FT. ______ STORIES ___ -;,e:-_____,=--_· _ ,..... @/SPRINKLERED D TENANT IMP. __________________________ _ __ 1. 12. -,{~J [><f& __ 5_ J:l s. X 8. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets _________________ _ Provide two site plans showing the location of all exi~\l!J.gJire hydrants within 200 feet of the project. Provide specifications for the following: ---·-------=---:,,,-=:------------- Permits are required for the installation of all fire protection syste~(s~;inkl~~ stand pipes, dry chemical, halon, CO2, alarms, hydrants). Plan must be approved by the fire departmentpi'imfoinstallation. The business owner shall complete a building information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT ~~ following fire protection systems are requireqz ~/J /":7_ \J0J.f,utomatic fire sprinklers (Design Criteria: _/l,_,,_/~-'-7L...t::j/,_.;A'--'--__,__,,,)_,_ __ --"L"""-'-,t,...,C,C.<.:1.J"-'--;--_;"--l,,_,_.,.__,_1-"z:'"".1"--'4:..:.,.r-"-A)"'-L. ___ _ D Dry Chemical, Halon, CO2 (Location: ________________________ _ D Stand Pipes (Type: ------------------------------0 Fire Alarm (Type/Location: ____________________________ ) Fire Extinguisher Requirements: __j J!l(pne 2A rated ABC extinguisher for each-.... ~---sq. ft. or portion thereof with a travel distance to the nearest v extinguisher not to exceed 75 feet of travel. D An extinguisher with a minimum rating of ___ to be located: D Other: _____________ -.-____________________ _ Additional fire hydrant(s) shall be provided __,l...:.N.:........,./t-MCL...L:..-"'~:..=..___,,.():.L.f:_--=!::"'-4'-'--",;:..Lr_--'F'---. .L.Al.:c.....:....1 ??tfu,=LllL}-"-(!-<-,C. _____ _ EXITS "y 9. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. 110. A sign stating, "This door to -remain unlocked during business hours" shall be placed above the main exit and doors · · Ji_ 11. EXIT signs (6" x ¾" letters) shall be placed over al! required exists and directional signs located as necessary to clearly indicate the location of exit doors. ~12. _!)(_13, -!t-14. GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. -Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. · Additional Requirements. ~ . <s;721Ah,/4-lt/L Uth&.,,p.,,,_ /lcJ,,,µ,v.,,,;f A«.-a?//A~.,"ff / l~r __ 15. Comply wit~ regulatio.ns on attached sheet(s~ -...... l /7 /' '/ .. / r.,,,. , r..--~ Plan Examiner ;, /1/), F~,l,,, --~ l · ---~~ . -/ \ t·, \ Date _ _..:.. __ ~-~---- Report mailed to architect ___ Met with _____________ _ __ Attach to Plans NOWAK-MEULMESTER & ASSOCIATES BY -/16---DATE __ J/.i~---· .. P90jECT GONSlil TING STRUCTURAL ENGINEERS ---~!'IL _.7poq __ ·------------SHEET NO. _A--z.__ OF _Fl4n 6't'd:,_ ~~~ .. _ -···-------JOB NO. ____ 64: J:;i D ···+··· F L i q n ...1 e. t,..ioop 5' '1\-,.··1 L lb-1,c ( M,. 4o7 C1.s) • 503 ~"-1 d .,-• 03"7 lf'-1~ 5 ''z..-""Yz.. s.sl.s)-a/6---. 2.3 IN3 ). M .z_ 355(G! ).;:-3, 1'15 lb--!N 7. -s~~q-'cC~ -::r,,1ct5/[r:.<u,J.: .148 l '.5 11z..Jt3 ~ , 5(7!,)1/ ,=-.15 \ M.: ( o 1 ( Cj ) ... 4 63 ( "":S-r."1 ·c1 ,,. • 0 + S lb·,., S ,1-z._...3 .. 3 ( .~ z/ 6 ,, , 1-Z..S T=c.: -z,663 . :: ,67<'.4.zo) .3] j-.... (237 ... -z.1 .t..t..f.'3]. -Z.'51.. • Z.3 ,_'?.45 t ,J4.!t s ,'56Ll.37 :.oL ,1,s .7s j.35(2.) ~(4.ZS) = 147 ~I '-kJ_: 385~---rf f,. llcu--- '\ ·1 i /_ / I \ I I '>-...... . ( : • 0~ ) . r7···· ~ ··-···-:·-···-·····-··· .... ' . . . . ' : . . "---/ ______ ....... . . I . / -., _____ / :: l ' ! j ITEM 36: . P~ -z(-3){10.1s)C~1"l4') .. g.o~ 14 ~ SQ o (b_oJ ~ 4B.o t' rv.:: 4B.o /l.15:: z.7,4~ U~c '3 -:5/4 11 A.325 y .6 / -----·------7. : ' 1!,;M 1 • ····----1 ~1-= e3C4.z.;) F I F v' ~ 3 4 ·,::.-h . 1 1 ,n----~---__.:,.-4e . I , I 1-4 1-Z.. \ I .:"f O 1.(. M4rr.: ~3 t'..-Fr ~,,.,,.,.: "JC 1--::i 1.: -i-r. "i I lr--~-:rf--""::----.....1. ::, i \ ,._________ \'i : I .. J-~--I~ ____________ 1_z(~i P =-z3_," C6r!i= -~ · i\..:L'-, J .:1) · · . --1 ·· -·-.. --------·-------------· .. --· 'V ------ :•. ,·.~ NOWAK-MEULMESTER & ASSOCIATES (;QNSUL r!NG STRUCTURAL ENGINEERS BY-~---DATE :z/fJ..,_~_-_ PROJECT ··---~ll rOOO __________ SHEET NO. __ OF ________ ... E\4 , __ Pep\-. -~~<:.____ JOB NO .. .i_i:·J:2?.19 ... ---------···-··· f1 oo r &tt""" : {ltn<.. q, f-1::J L= Z4 ' 1°W"" 3 / w :: 3 (. oGf4)..:. • ze 1'lf )L. f':: 1-Z( 3)(.1-z1).: 4.51 . IZA-:: 4,.Sl? )(. 12"13 ... 6,i"'I" 'IIM~;.._, G;1,r·-vzs ""6.St ~ Av~ ·.;. z \. s L-1?· s ,_y = i-,-·oz-~-8 -, N-'?.-.1 • oq.s r-·f.t Ml'\')""~ }6.1 (4.s)/z..:: "'3b.Z . .e..\"6,1' f , ... l'l.t. tll3iM zl z qo \.S ~=d Nu. \...\$f ~ rz. ~ l '\ ¥-· ~ MA11:: 4'3 _\/A.1\-: 51.-z.lC- :---~-.---:·--.. ·-·r-~· .... :--·--·--;>· .. ·------··-·-~-,---·~·;· .... -... ····.·" ! .. ·-·:·~-----.-· --:-.., ___ .. __________ , ... ________ : --· ---·--. -.. ~:. ; .. ·: NOWAK-MEULMESTER & ASSOCIATES ,.;ONSul. :-;NG 3TRUCTiJAAL ENGINEERS BY -(ifo-_ __ DATE _1,/_9S_ _____ PROJECT ···-··------·Kol!. _7(.X)t? ______________ SHEET NO. _______ OF ------~ ___ . . . . .. B'½ · 'Q:p-r, ~ft:"1~ .. -·--·---·· JOB NO. --~4:-:151?? .• '! •• ~ • -·· .... •.• • ....... l"T~M 84: 6UMl'1t~ Or D\APl-l~AuM -5t-lr.:tes: A oo, ( -6J:~ L ·A-J Mi:tx. -&n<ar~ (.,, !.ON!!' I qrc ~hown cH bot-tdrn of ~~. M.qx. ~h.,a, for Z.ONf J1 a-r<. a"-td\\ou.1'!;, ! Y.1.z ,53 ('l:3/136")=-.36 jC.J.( Y" 2"' , , Z. { l 4 'i/ IGT z: 1 -" , S 6 ~If .t- "V 3 .# .SI { fo<t/rsz).:: .31 lo!tf Y-4-= ,6q(!45/t~6)~ .,;,3~lf*" ~\.( I Ya1bc,1 ""' I 48 ~,, ~-rr::ucr H/ )Od e 4, 61 Io r )\; !:XLd V tfll~w I .•. ~xtend 'ZONf: !. w <:it"lf>l,,~ 1.34 trf = ( z lv.,p-z-)°; ~-c.. 1..-10J d-= [56-,48](1'1~) ~ Jl,S1Nl ·12.' ','34 r~.<Tt:ND z.or-lt:t \Z 1 ] _f:!.F.:'{0NO I..JNl:S @f(W fZ r\~.,- '\/,= .A-z. (es/l'ze):::. .ze ~if 1 '2--= , SO( \40/ \83) :: . '38 l'I( ""{3-= , 58 (. ,ro( IA;,)-= • 41 ~ Y,4 .... 5(;, ( t'J:>6 / 1111 --= Az. 1 !!Ir """~~,~.: • 4-ZS ~l.f e "Zent. li .... ~ :D. C.,t J..6 ~how 11 ...... , .. --. --· -.. . . . . -. • J. ' I, ' . l I i· l .. . , > ! { l NOWAK·MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS BY t!;6_ J DATE .J.Qf.B..-4:__ PROJECT ... --~_qtl_ __ 7oq_Q_ ___________ SHEET NO .. l.~_'f ___ OF ____ _ ____ L,J. T:fUh. ______ _ _ __ JOB NO. _____________ _ '35' I I QD I ~-D 8 ... I I I ·t. t--~ ... '!.---..S:.---~ . tt. ,6'1'" I " ' : 00 '9i (D tr· . I '° I • ~ j ',,,__ __ £0, 1------ .® I .1~1(1 ~. I . ::--:=-.. :: · .. T.~.!~.:~"4•~--.. ----~-, ... f 13' f;O , 162" I I ! ! ! l I i I I .. , .. i. ! · eF-1 I II 11~ t. 'P .,,.-,s ® 14 : I ... · ·-'j ej · ··_'.gs_· _, --+~ I ... .. . .. ,- Q) ~ ' ~ 1· z i I ~ ! I .. I \Dl I --~ . i-. --· If) i ! I i e ! i I I I ---~ ~ ' ! \ ~ 00' ~ '-- ' .. ~ .... . . . : ... . f ( 13~' -r---------------.... -·-·· ~ Y.3-C31.z: ~ t4.'1) # , e.,1 ~,.r_ ioq Y.+ ~ ( 35 .. 't.,.3<1.~){..13):: .~ ~1-f 14S -r<1 i:: \L'. ~ 0 ~ ~ (~ 2 .z. u.t U.l ~ t) ~ ~ -·· ·-·r .~ ·-.. ---·. . ... : . I I'- • ··i I i t,/ ' 1 I l \ ,•! NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS svffe-· DATE -10/..eL PROJECT ....•.. -~i.-2.(?QQ _______ SHEET NO . .L.:L_ OF __ _ .------_____________ -l,,All:_g,41-.. . JOB NO. ______________ _ , {4"?> ioa' /3r•I ., I :, 1 ' I I ... I .. =_ i .. I ! I ..J ••I· • ••• \Y ····W vi -.. ~ --r ~ti--'---, _,j) ___ --- ' 1(.,;'.b-i"'' t9 I ,, . ------------. ;[2;]_-·..,·· . ,-,._____ ' , ·, ; .. · "' ! .40 .( ~ • -I I r4t 4-3 , , · --------· · s: · eo' ·i3 ...• : ..•• ·-··· .j -· --,lf--;,-----..;:;..;;;.------~ ........ ~l!QoC..,--.,.. -(, = . l'Z. i + 23.Z. ~ • 4-Z t:.1( es '{'-z..--7,l.8 + 3Z.I .: .50 "-1( \40 , ' \I) t') .. I IX) . -•••• -.. :-!·-••.•• -~ •• -~ : ...... ,. .. : .,L BY 4'J;, 7 NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS DATE 1/&S PROJECT ·--=Ko=....,...c.f/_7-'-0_cc, _________ _ ______________________ P'laVl __ l"1c4t ~6P?h'S.:::'.. _____ _ ::: ·:·•'!'·""'"···· .. ; ; ....... ,_., -~ · ·:.:. ~-·-,t .. ·,i...:;;. cteic t:sJ<=t-z$') :;. e1~:rb 7 1tis1& --~ 0 "- --·-·-------------------~-:~:~(-:As.1~~~1~--~ -~~~~} (i.-~~-)· -~--tt~~-:a-__ --,-i..~r~-z4~ lb-~;- ~i; -t:\ 'Z. • .5 ___ __,,._ • . . : ·_ ~Sv-Uf 1,i • · _lz_{ ~~-= 6-\ l'l ~ ~ :5"?;>'\I>:: -Z I. 4, .:· .' tb9 ~ ~ - ..... r::: -_ ,. !...!L.So z_o.,.f. \1-43. ~ -·----- ---~-_; __ :~-=e; ~--~ :z~,~ :~~( J'-~. 6~ Fl de,-r" .J Oj~ ~--pt~~~;=. .tu -~--fz .. ~i-·-··_---. ~--··:- . . .. ... -•• . j> rn -.l .. ~z k 4~t1::~. ~; 4~~-$){g.isT}1/io_-= :(~~: t.t:::::c:=::c:,o=~c1_ ::::r::=_::1.f ~'° 1.1:G~ -(426 tAfi-~)(Cfltz.): 8a5 tb ,, w · --: .i.. ~~.--· -~-:.:.. }--. ------..... I ' --~-·---,.-.. -------~, ---- "'. .. ·-~; :-: .+.}~:·-1-2·:--:: i--...... +---• ~ •. : --· -· ·-~ • ' ·-·t···--...---.. _ _,, •• L • t •. -.••• -• j _ _J --------------------.,------------------- NOWAK -ME ULM ESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS BY A DATE~--· PROJECT --~u_. 7.tJo~o~--------SHEET NO. A-66_ OF ---. . JOB NO. -~L-;SLQ ... _ . . ... ,. ----· !-- ' -----.......... ~-: .... --..... -.. ..,,. ... _._..,. ...... " -__ ,. __ ------... -.... ---~, ..... -.... --... -~·,.,.-:-,, '• ----· --~-.. -,-. ·- <I• ... .:,, • ~t • ::.: ' 'l • • T'f'P~ FU::. J~-r~ : ~ 'ZJ\ 11 ~1~ _L;: zo" {11.33") We= Z ( Z8,4)~ 66.B flt W fO!'t,.:: t ( z.o.o):: 40, 0 pf( ·(...V L:: 2 ( so.01 =. too, o elf \ GtG. 8 pit .. _. ____ _ C.AbE. t : ~ + Cone. Load UJ0 = ·66.8 pl~ M\'ltq;..-= 13 44. (t'i.~ ) I , .fi:'.i 8.4~ ~ $.4Z Wp ~ ···1 k I,. I,, 1.-f We • , ~ M.3·3 _ ·e • --. . -t . -, .. -,--. --.• ' --' ' . CA6E. Z : Tot41 I . : --~ -1r __________________ .w~o-. tcr6. 8 r-r . __ ..... _ -·---···-·--·-------..... -------------- M \l\\.qA-= , cc6-. e ( 11.s3)1/e :: \ q, , ,r-z. rb-f+ '-/'{V\,:v ..... 1'?6.S C l'ix3--l.33.) ~ ! 1., 64D 1b 1~ ~OVl!::IZN.~·; ~ -· ----~---., --•• -------;..._ .. ...,. .. ____ u ... ·-p .... ·-·--~. ·~ •• -· • :-~· .... _...,.-• .--i-~:------; --... -----~-....... $, --.......... -~ .. '"':1i;~-'1-··--i;. ·-., ----.- r~y: \ G" "TM l-4 ( ZLOOF) e.· 2411 C>/'<::,. :Med/..--~, 8~1b·t-t .1 Y.:tll::: I, q7o!L. -·· ·-..... '., 0 rZ 1 B,, "TJ \-4S e 24 II 01 '-M ct11-= 'f I '1 ctl /(,;.•f+ ., \/c,f(-= l,1 co,, • r I -• _r NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS · av· 1~ ! DATE 4/es PROJECT __ ,..__~o~I\ _7_poo _________ SHEET NO. A-6,J3__ OF ___ _ -----------------·-···· ·----·-----------·------------JOB NO. --~i:JfilO __ _ ---·-• _ . ..,_. r-•, ..,~ .----.• -. .. ~ Oefl~+1on Ch~c.k:.: I _ -· ________ _ 1 • _. __ CA6E, _ l -: ' 16 '' -rM 1-4: r--t~ {.'Z:z.i,~10 6 . . ·. J(; . G.S~ l( lD-" ------------·-r ·t.5 ·.. . ---··-· .(. - A.:. f.2?..i1~ro' [ 5 (56.5) (f-<'f.~'3) -1-t_ooo (11. 33)3 J , "3!:7"\ .... 48 ,. --. -. + 6.~~~io6 [ 5~.6 c,~_33)' ~ 2'(zoa~{11.1~ ~ [40+,~ri:!1] [4'8,544] ----L---------:. ___ :Js.. '!. : ..L/atQ -··:4, ~~ ... ::..:_~----~---l I -' 1"8:'' 'TJ\ 45 i l • .• ---~ ~----___ ;~~:-2:i:;:~;;~":~~~: .. -J · -· -:..V-6.58~106 ___ . ....___. _____________ -.. -·--·-------.. ---~--.--· .... JJSf:. JG ~! .. :17~LL:A (ZIO::Jt==) e.Z4 1'_q(c -·· __ L8" TJ\ 4f; e z:4 110/4:. ' ---,-:-· -----.... -. ···i .• · .. - ~-__ ,,, .... ·-.-!-, .... _ ... -------. -1· ! NOWAK·MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS BY~ DATE ,4{8$ _ PROJECT .. !{olf -1QQQ ________ SHEET NO. k.6C..:... OF-·· ___________ ·----------···----· ... --···-------·-·----·-··-________ JOB NO. 84~fGJO ' ·---~--gt,7-w.::t;p~'r"roor··~rorbfi-: -· .-.. ---.... ·--- Fl ('. J !>-t-&a @etw-<-en ,,(V ~w : _ ..... .1.::::. t.A'-o '' ( Z3. '33 ") .. u; P"',-+.:: : • •• :·.:~·. !4> _: • - .. ,~ .. ·------·-------- /.33 l.33 (zsA) :: ~1.a pf.f · (zo,o) = lG~G pl{ (e:,,_o1: 66,S .p I.( . 1:31. plf CA:Sf::. -\ : 0-aic:l t Con,. Laa.d , . two-= 431.E? plf 4-,.._ .. ________ .. ···-·----·--··----------~-. . . -----. @ J.. wF~ ti~,, (l-~) = 4C:6 p\+ : _:) R.:: ~'=t13 ,~ -Z,5 ® I, k IC T k k , .. . t ,Z:3,33' j R ----·--·---,Jo---·-----------GJ7~ (23.0.3/z) -'1;,,8,-..{z"5.33/z/--4.-Z.6(1._-ZS)Z-= 8,461' l~~ft _______ : .. @. ' z z IZA::: I, S06 lb · -"'rnq~---r;.soo :.. "(31; a··+4z..G) c,:::ri) · ,. . .,.:.~. e~o lb l Ab~ Z : -r ot,:d . -~A.----· ·-. ·---. ·--.. --··u.i-rti~-~--I~ l . p*' Mv-na"'-.:: l'3l(Z.3.~~)'/a = js,G\1s 16-f-t ~ ~ove-tzN-5 _ . '-./ '{Y\<i,>.. .:. 13\ ( -Z.'3i33· -\;~3) = ,_, l-,'-35_4_11_-...... , ~ 60\/f"tz~ ""r-~J-'tl'-'~---t-r~:~~.r:,"'-'!t:-tr-t~l-"'""'-.... --~-'-"'-,.. -~ -~ -~ ..... -...... -· ... --:--.---~--... --· · ~ · · · 'TR.'f \ 6 11 1""M \ -4 ( z: ta?r) e 16 '' * oiz \811 'fJ\-45 e \G''e11c A-:._ 5 ( l'6l )Cz3_:3J]4(1Jz.~) + t'.3~( t"3:'33)' Crz.) 8 ,, ~ .'2'(33> =· 4 ?.64 C l,ZZ.1~/06) t.~8 Jc \b6 \J6\:: \6,., · "fM 1-4 ( z1oor-) e 16 110/c. OIZ... IBN 'f ~ 1 ·4'1 e 16 /I~/(_ ••• ot.. -I ==· ,,-. ., NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS BY# DATE 1a/e4: PROJECT ~ .... az .... ·_'.) _______ SHEET NO, _lj__ OF --· ~&'ilTi' JOB NO, .-84::"l_6LQ. _____ _ · ·· · .. .-~ _._ . ________ : --·--··. :: ... , . ..: ___ : .... --::::-c:.:M~~ ?ra10~~~~-~~---ttl~u;i;. · ___ r~~:~1··:--:-. -·:·---~~--~-···:·.··: --.- r=wo~ JOI~1.s : CON'i o "'IM.-1)\..: 11 o e ,,._, "~,t ~ -.-~---··-.,___..,_,..,.. -------·-------.: ·-. .. . ,. ... l .. ..:. -----~·--------. -t----· •• l . ··i . ·-..,··--·---·---,------. ·-·-·-~--·-·--......... ---. '. ----,-- : ....... • .-• 1 ., • f,.,. • .!.,! .;~~-;_ ._J. ,4 ••• --~-..I---... •·...,:-i~.:..-{ • .;;,;: ;: . ..i •• :·ri:+-.-!_.._.,._f.· .... .-' -.,. • r ,. ' "' --.. .._, + ·• • • --, • -~ .;. ._ NOWAK·MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS / · BY /fb DATE _ll/84 PROJECT _ ····--· ~fliL.:-1~-------"---SHEET NO . .L:Zj_ OF __ __________ ---···----iA'fE~L. .. __ JOB NO. _ 84-1510 ---··~----BF:.S. ·~-LIN~ J _: ___ .... ---.$ef' l'.'.OM~ ovrPl-11 .. -... ·-· ... ·m N §] 0 §] © @] @ §1 ,,i!l'a. © e~ ~ -t.:a-+-3 .. b 4Z.6$ 4t,6;~ ~~'¥ ~~:ill :,,J ~,r ~ ·y, 4-I"] --?0 I 0 a~ ~ .,.. @ ® . . ·---------~--··-·-··-·---~--·-·""-··--. ----... ·-·-···-···· ... . -·~~ .. ·-:;::~i.~4 '.c. ~eu~ P~= :n.q7/.~"',_l ___ ...ac..t.o_· ___ ..,..i ____ -z_o_· ___ _ · ::: ze.st ( fl. 6~~: 10,0 ----.-~·:-~---. -:·-· -..... P''-i1~--=···-~, t { Mt:M.q) ··---·····-, r:7 ,/G(/3 47.lf.i::.. ..... -"-···-··--: .. . r OE!:._.. 5t?-i • 3 = ;,::; \'- ·····-· -·-··-i · · · • ······· ~ .: \I, I 10.0 ~"Z,.b ···-·--··· -· • r • ..<.G ~ .. -·~·-----·· .. : -. . . . CCJLUMH,s :- --:-~:·:-:--:-::--.-; .......... _ ··~~1-i_;.····ia.5 l( (. Mj!M,5) . Po~.!>·-=-3$. 5/1-13-= 1.8. 't t. · -~~-= 11.s' ttoe.1-z ~ s1,1 IC,;" ---· --·--· -··-·· . . . -·-. . . Fc:ril -r ... 1 ~ -.. ·--. . ... \ \-·- \ I M., "3. 9 r.-f+ .( <o" "'3. 5 (1z) .. I. I i's, 4-z. ,~ -t"-6 4....,4.,.,l/4. ~ -z."l f'L .. 'f";, bX 4x5/ (& e. -'l':;.--t fl -rs_J;:¥Ti4 ( ~1:.1: ~IIOt.U.: ~ IC. SC.. j us1r --rs 4x.4~ l/4 ~llot-v.; 55 II:. ,4't "~' , 1. :n .. ,·. 01-- ------·-·--- ' I J \ )~ ~ 14)('30 or-1,,1 )6Jt31 et~r ot. ft.o::e I -------·-·. --·-·- NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS avffi DATE t1~B4 PROJECT ____ . _____ \::.(2-b6_._1QQ_C2._ _ _____ SHEET NO. L;:f<l OF ---· ________________ L=A~C~~L ___ _ ---JOB NO. _B.4_:~lQ_ ____ _ BE z.-4: · s~e: ,~MP. ~IJIFVT' ~-r-re.1:~1,ou-r ······:--·-··----.. -(13f·;~"j-·tiz\1ftAL) .... ····-··---·--··· ·····-. --·· -··· -----·--···· · ·-· · , ... --· .... ______________ ................ -· ·-··-···--:· ---··~ :':, Y~ ®~-~==;:-d-l'-~~-®-r----_...;@]=1z::::,,...-__ (J) 46,14 ~----==::::::::.-,.,----~--=G=-' -,.,---·;.;.;...;·· ·.,;....;,;.i· •• 0 . . ····-·· - ~" S't.4·1 ' V) ~ ..., . E] . -. . ·---·· ... ··-·--·-··-··----·--·-·· @] f ~ , ,0"',/, H I!±] t ~8 ..!:....., -----~-----~0)-=-ct ~~ ___ z;:._o_·, ____ · -~,,_ ___ -z._o_·, _ .. _· _ ... _ .... _ .. _···--l,t.·· i ... ·---... ---·--·-··-_·--· 13e/if f:..,: ! {J {a. I fl J {4l.;~1e .Fc~t'T ~ lyt.4 { 1'1~1'1-6) .,(_-:: l,°!).6 1 r,"'7 '24 I P"',..:-u4 /1.3.3~ ~ , "' /-fl,4"2.. ,a,.33 13 /Z..6C ~ ; { -Z na f L) 14.3 ~rz,1.,. 6y.cJ ,,_ { M t:~'<l. 6) Pco1.: "0/!.3~-: 4$-1 1~ 1<:l,.'3 . co.LLJ M 1-0 ; .. --. L<,. l Z,5/ H(, .41 r:>cia1'" ~t {. M~\1, 14) ' fc..::.1 ~ 4'(.o/t7J3~ ,ft/4r. I ~ r~ Gx.6,c 1/4 ····----,--... --··-------·-----·--L \b.41 ---~---·-ff1.b ~-.... -·-~-,--·----... ·-·--··-·fa,,_ . ~. l L1 I" .. -~ ·--------~-i--. ·------·~--·--·-.. ---··--: . . . ~ .. ~ : -~ ~ WSx.31 . fat'i:)c.,v--" en"- ~J..16.1<3' o Z7C.Mit-4). ~. .. I l Tl::IYl ::o: ~ D!APH. bJU4 F.71?CE.~ e LINE P f-= 13 t / 4 ~,-r Y :: . 13 30 -= , 33 :$"Te.AP~ 13 .: • .45 ):33(.")C-36} e... -4..... blZ¼ : f-= 13 t j U6.1: ) i::/N611. .. 10~(1.z5Ct.33l: .18' ____ Q~~ .. _ ~.IZZE 3/jb " Z Vt. (ON! . .s-f'}::"LlP .LlMc s-z. .::. 0+3 ~ 1$~3,(G.. @ I 1:. -z:z. A-( (i) I 3<1' t-T _______ F ~zz_5 i:. ____ •.. _______ ,. ..•.• ···-··--···--·-+·--·-·· ·-·--··--· -·· ,. ______ ,, ..... ··-,,. ·-· ·-······-···-··· . e P<•~=~<_1;~:14;~: :t~~ ----~A-1-.-.. -_ -----"4--:f-, -:::~f6-l-:-l.f-__ "f'f_-.--~-----)'··-· ----······· -----·---·-···-·······-·· ---··-·1---~ .. l ··-·" . -. '--··-·-· .... .. ---····· _"."i'"'::.Y .•. -··· ·---· . .. .. o I"!-'2. rvw e. G " ci l'c,... ----··· -~ 4 ;;,..· ... : -. ···--·-····-·-·. -·-·---·· -···· ... ·- --··-·---···· . ·····. f:-= . l fJ.3 ~ _. .... . _ .f~ll ,16.:.(__ :' ... , (8. ~11_6J _ --· ·-· ......... _ ~--~--18.3./.10 = lOZ. ---·----· ·-~-r ICO ,= -,. ~ ~(~ )C 1')-: . , _1:A 1 "~ ·-_ -· I ~-J/16 ~ .> 'I<.__ (pN(. ,;: 1_e: I, Q . -· . _ . . . .. _ ,, . .•. -~· =-= ~~----~-•.. = _ .. t 6 " lflr ,¾f ~ - \Oci, -L:_ * ' ; ! " • --r \6G( . -. -------------·--·--·---· --··-·-· -·-. ~-.. ---· . ~ ---. . . . . --. ·--··-· ------ 1 ~ 1La'' ... . ~ .,,. ·-·-·-ro@ ·····-· -·--···---· ··-··-.... ··-.. ···-. --·--···-·-------· ·---- -~-C .,,[ . -. ' NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS BY-#--DATE _J/.es --PROJECT. i;;olt 1000--'---------SHEET NO. A-z. OF----- ---· --·-·····-···· ....... A.:rn ---· lh~d::.-~PS.C ____ JOB NO. _64:J::;{D ··-·· l':, P-=-s(11).1 3=1S lb Pw.1 ... _ 3 l355):: 101 lb-111 f M,. 101 C1.s) • 503 \ :Si.u;·«.::-.031 11'1~ S l(z_.,.S½_ a S.5(,s)'Z/6 .r • Z.3 IN:) ·i: M .... 3S5(q ).: 3, 1'15l!:rlN . -s~.::~ c1---::r/ reis/[' .c36J.; .148 'S •1z.x3 " , s (-3)1/, =-, ,S a 63 lb· ti1 ( M-'" _(O~-(~)-1 ( -sr.ei "« .,. • 0 4 5 S,lz.c!,... 3 (.~~/6., , 1-Z.S . . ~ ' -P .... -.. ---·--···--" ... ~-·~-r·--· .... ~';"-... !"'···-~ ....... -.... -.. --·· ..... -.. i q,. ;f-:)' I --··-.. e /.,.loop ._!,g i-. .037 ~-z.t Ll.l.'3~ :.oK ,. S'Z-• Z.3 't. "/ . -z.~3"-. :·.oL :-. )., -r---· ..... ·--~ • ··-...... -~-. -••• -.,_ ..... ~· ---,.-·--_.t--~ ..... -. .......... -. -... -~-· .. ···----·-.... --...... :· ........... -· --------------.. --. . -. :_-:J . .. ·:· ., NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS BY~ DATE !/@5 PROJECT "i?I I t 000 SHEET NO . ...A:l.._ OF __ _ _______ ___ __ f.fon ___ C.h«:k: ___ J?.~ .. -_______ JOB NO. __d_4_:j;;,{'2 _ .. I I I . ~-r~j~ I ~ B ', . . i I . . -·--···-·-··· .. ··-· ----· .... ~----· .... ~ ....... :... ... :~.: .. 1 ... ! ·-... ·-···---·-·--·---·---·. -· ·-·-·-- ;.· . ·-··--·-----------·-· ·--·------·. . . ................ ,. ~ . --..... -··--... ,. ·-· ... ·---_. __ --·---........... ~ -~---,.. ________ .......... _ ....... --~ --....... .,, ... _,,.__._ . . . ---1-t-----... -.-..--.. -.. -··---' -----,-~--:--... __ ,. __ ---+---1---·-----~ > . . .. . . ... . .. . . . ~ . ., ... . . .. , . -... -·· .. ! ... . ! . ITcM P~ -z(3){10.1s){~1Ur1~ $~01(.. 14 ~ 6110 C6~t>J:::.. 4B.o t "3 -~/4 " A.3_2'5 ~,,..,_,:; :3(1-~")..: -Z'"1,'\ 6 / 1 l4 1-Z...\ f q 01~ Mtcr 1..:-t:13 t.-~,. 1z(,sq ··---. -------··-···--... :_ \ ... ·-·-· --·----·----··----····--.......... -·-··--··--------···--· .... ----- ---------··. -·-·-----------------. --· . . ·-·-· ·-------.... ~ ·-. . .... ------- t-~--·---·-------·· ~.. •• l . ', ............ ··---··-------------·-------.... - ·-: ---------·--------· .. --·- ·i .. ----------·---------------·-·-··· ---------·----·-·· ----------------·-·-. -----·-----.. --·- L ....... . -----·---·-. ______ .. , .. -..... ---... ·------------------------·--------------------·------··--. ----------·--·----------·----,........ ·--- f~ ---------------·-----------·-··---... , ···---·--·· NOWAK-MEULMESTER & ASSOCIATES ..:ONSULTiNG STRUCTURAL ENGINEERS BY-#---DATE ._l/_@5 PROJECT --~ll·-·-·-1.'2c20. --------SHEET NO. A-4 OF·--. __ --. ·-. ····--n.~N .. Cti.te'C~-· J?'~R?ti:Sf:_ JOB NO. B4·15.LO __ ·-· _ .. __ ., ___ -··--.. -·--. --.-~----·-··------------ \ti:~ 3tii' .f1 t'1 g $ , K -M : ..f: ZO ,, ( 13<:\lc. ( Ar re,. !.~<:>s c.v: .67(.1z4) t J(.014) + 12(.004).: .41 ~,; \'TEM '3G:f: fl r. J6-t~. ~:: Zf 1 e. 16 ,,, w;; (. -L:l3 .] (.,O'f 41 = .\Z5~1.f M~ :,;~C-~~-)~·/e·~ q:;·~+ . te: .1,sCrz.,~ 1.s~ 'S__C_ rzs.)lz4)4 Cn1-U.. 8{ q.oX:12.o=) ~.:. '.3 a 4 Ct,'2"Z"t.xto6) 6 ,58 ,I; (O 6 1-rt::M 4o: .L..=. za.,, erw..:: 4·' w ;1# 4 ( ~ 0~ ~) : • -:,g /(.l.f M.: l'l.D ~.(-, ·~.. "3. B ~ t 'TE:' r-i :J I : Lv1 •• (124 -9 4] '2.: bD r"lf tJ.Sf:. ::,eP-11 .:: L/3-z.3 .--elk I ·\J~t: oe:. • > .... & _ ...... __ ,.. _________ --· 0 • 0 • M 16" 11'1 I 4 ( 't\~ F) = (6 ,, n All~ er. a ti:-f,. \J '\.ll : l.tl1 It.' 1:1.: L,Zzq k1oi; IC=-6,58 6A. \'4 PrL -u1 ... ---~---·-·-·--···· CA.u,. 1/au,• • 38 j:: I( ---· . ' z-16" 1'1"11 .t\Cz,~Fu ,, Z.' c -·· -···--··--· ----,..-~-w.;_--:;:--··~·tlq.1i-y;· --,~e p1f··········-···· ~···-·· .... --,__, --R-rr-,l~~------··-----,·1 7c," 1 ........ ·-------.. ~ti. .... -fo ( 1ee(1")1/z. + 6o{6)C6)} 1.,410 'b ~Ji.. 't., \SO t'1:> n'fr1o[A ... eJ<...:-10.i;' (v-..,M ~ ~ f!'11 ! =·· Pc,r aro'flty Ct1 \c,s) A-5 ltz. (6) ~ $Zl'-) +4Z(6) k-Z.{13)Llb) 1, ( 5 J + Z ct 111 !· ,q (JO) + l q { -s) Z417 f;.Z \4,s~'1:, = .. 14.s~ ___ _ ······-·-·· ·-. :::-.1,,a·f~-z ···-· ··-··--···- t1 k:.. . b:.. W.::. I, 106.{6)_~ IO/Z36 _ _; 10.7 ---··------·· . . . ----.. ---·-.. . ·--·-. ·-.. . . -. ------·--·-----···-·---· .. -----·--· -··-· -. .. --·-·· . -- t. .:. 1'. l:'.'.. '--··---·-·-··-........... ________ £ kJ.E .... ?.~. e_.-+ l013.Z. -~---·-·l,,6.13 ______________________ -····-·---------·---·-· . __ .......... __________ %. __ ¢:.,.:-____ . _(l-4 .. 1 / [ 613] L(oo);:" J.S.1o. .." .. _J'~(j \~30.~------·---·-··· .. ·------··----··· ·-·------------·-----~ ------···-----------·--. ·-------------------·----------------.---------~-----···-··--------·-------·-----·----···-------···--· .. .. -···--··--· -. -· -·-.. . . . . ·---· ----·-··-·· .. ··-----··--···--··. -------· -.. ··-------· ····--· ---·--·--·· .... _________ -. -.. ··--· -.. ------· -· -·----···------------.. ·--··------------------... ----··-·------·-·--_,_,, ______ ., _____________ --------~-------·----··---.... -----------. ----.. --·· -------·----···---·--·--~ . ·----·· ... ··--· --···--··--·-·· -------------·-----·--·--··------··-·------i I l t --····· --·---···-----· ..... --· l -... ··---. ·-----·-. --· .. t ···--··--··--··. ---· ----··---··-···--··--·· ·----··--··-----·--- ;~ •. , • i" . . ·-•• -<: NOWAK·MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS BY ,:f'b DATE -1Le!2 __ PROJECT ---~=-o::..;..lf _7..:_0CCJ __________ SHEET NO. _A·b OF __ I ----~--_______ ...... ____ .... __ Acm __ 1'.'.;hc~~-.. !Zr.~t:i~----JOB NO. __ 84-151_Q ___ _ '( .. ,i..:.,-= --Cie.t 1:s)<·t·{5) ;::. e1q &. 7 1·451b A-~ o "-,.s ' .. z. 1w-Fr MV\'\~,.,..-(6 .. S.(q) -I' _t_poo <s) (.J.33)::: -t.,660 8 4 'Z.5 ~y"' 'i::1.. 1z/ t66Q ,· -= zz.o-1 r-, '1 ~ s'?,,OO::: -z 1. 4 14SO wi- R4: [66.Sl1°)-z.-" 4u(-z.,s){s.1sJ]-1'0-= l>'Z~1 lh -z. . (J.. y.,.,";..~ 1,;u,4 -(a2.6 -r·~.5Yt1/12)~ .8tt5 -;.· -.. -. ------_____ _,.,,. ----- l (;" 'fM1 4C-z1c.~1") e. l 6: "o~ ( e. Plu:!ri:a·) 1.., z.o' ( .ittc-'t.::: I 'l. '3?,) . / " 4 i:1.f t»o· := L~c.: oso1:: ,_O jL I( w p" ·L:fl(. '!.~) .... , 4.:? ~.A-:-I. 41 l \/"'11.,r.,.;= 1.41 k :. o!C.. . . . r ... ,... JG.·,.., M~A,<,.,. . o4(1q.13)'2t .z.o(lq.33) (~~~-1= 1.01 ~M .. ,1.:'T.8 · : •. P.~ 8 4 · z.-.s· -r ·r ---~--~,6--··-'f·Mr ~-Ct1001==rer6·',."li~------·----~· ··--e--~e ... P:1--T .... T ·-r~--, .J.::Z,°'1 1 ( k-1 • Z'l."33) 1 -Z.4' lvc_. ~(44).: '58.1 pt( Wp.: ff (3zo)_.. 4-Z.1 pff ., 7·-·,_. _____ ,. ...... . l Cvo r· R..c.a:: /1 i I 6 ii. \/~~: i, 116~ ( $&.1+4-Z11 'f'?,."" l, 0~8 ,.._, v-,11-" 1er1c11,1.:.-.. ot · .. . ' . ' . . M~ ..... --5B.~{Z.3.nf ~ 1;a~4Z'}!,J){ ¥,~) ~ . 1_0~ ~16 ~-Mt11~~'f':€>Cl?'t.. {~Ill" ".ti 1o] .... :.01e:.. ' r •' ! I J l l NOWAK-MEULMESTER & ASSOCIATES CONSlJU!NG STRUCTURAL ENGINEERS BY 4'3, DATE l/e5 _ PROJECT _ ___.~l.._l _____._]:c..00~0=---------SHEET NO. /f6A OF __ _____________________ J:'ttt~. C~t"'-. ... f?~~S. JOB NO. ~_j,9.l.Q .. _ ··---······ ... -··--.. -·-"' -'T"------· ..__ ...... ' I . ,. . 1 ... r t ---. . . \" ..... : , .. ·: -.. \iEM 61: u?Ni D 'NP(CAL 16" fM I fl r. J~+. e. ZAP "(~ uf [,vp-= z(.024)~ , 048 c_µp.: Z[~3z)= r64 ~,r ~: .LtfB( 'f:. (.'1B· [.o4fH-.64J~.: ""'" 7,..0( 14.33) /J_) ;: 4 ~.:, • ·i· . I . z.s' fEltt;;e e kk 1ck t-~ --. --· --•-"'---····----···--. -·---~---',.....~-----··-.. ·~ ~· .. j I .. --... •-·-• .. ~ i • • • l I . ! •. t. // ... ;: . I l ... ! . I . I ;:_._(~8<-1=1. 3) -·. \:.14'1~:-'3d 1< -~· --: . ,. ·:f -----··· ,.. ·; ! ! . ---... ·-- I i, ... J ....... . ; ..... .. ~..., .... NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS -7 BY#'-----DATE Jo/£t.f_ PROJECT ---~JL_-1._42(2 ___________ SHEET NO. _4 __ OF ~-a~~---t:[Z(\f l--r-1 JOB NO. -84.::tsio . ____ ·- rn:M 64 .t_.: :3S I 'TH .: -zo., A.:700 1 f..l.) •• -Z ol l6-tl"z.1: ,Sb 1'1-f r.•f"-t M~ BG.8 -'S.c 3 43 It-! 3 :t:.~ 4,174: 11'1~ E:'t:3-6; L= 33" -rt,.l.:'t-0" S L 1'1-F 1.,(,/~ • ,;, M.,.. 1&--Z i:.-(t -6:::-30G I 1'i 3 !.-3/l4o .. IH + e....r q.z.+" --· --· -~------... •-..... -... -. -· . -t--·· -·· ...... . ---......... -................ --....... ·-...... ... . - ~- , ~ ~ Z41"'-V4 c~_,4,, . '\ \ ·--·--· ....... \ \ \ r ------. '·· C: I '' . / ···--. ··-,._.,_., . .,,.··' \\ ·····---·· . . . . -. .. . .. . ;' -. ·--.... ___ ,/ ./ ·,. /'-........_ ___./. . .,,,.. .. / ----'···-~..-,,,.,, -------····· I ~ • 0 ........ _ .. _,_,,, ........ ---·-·---............... -------·---·-··-----~ ........ -··----·----•-·-_ • • --• ___ ...., ___ •. '--.• •· ___ ,. ___ • "'-·-•• •••.•• 1-4-......... i.._ -·-L·-•·t•••-·. •·••• ... ·• '""-" ., \ -· " ·-: :! ( I NOWAK-MEULMESTER & ASSOCIATES CONSul TING STRUCTURAL ENGINEERS ' ·-·---·--'F=================================== BY /f6 DATE ·-' /fj$___ PROJECT --~Jc..olL -zooo ______ SHEET NO .• ..A:: .. 6_ OF ....... ' I. .---------·-··-------------·--------f:\An. ... _Lh!'.c.k .. ~-c:"~~.,_$ ___________ JOB NO. ___ _ I •• r ---;--··-;:!. --··-·""1'-:"""! ·--·:··:··,-· --r.--· _ ...... -· ..... --···--·-----···-··· -···-·-------·"· . i t Mri-.1)1.-=-a 6-...,/ ..ft-¢:o fi' . 'f I 1~ ~:kk ~~B e.~ 14.-Z. t (e,.: 3,o ~ { ,4 Gt.) Av~~i-= 1.s(124) ..,. -61.Z IJ,l'Z ····:··-· .: .. , ....... .. l.?5(.165) ---.................. -.. ,-.-------------··-. ~e'lpl-"" 18.4e(r"L.),.,. 13.Cf(N.') 1.z5 ('z.4) lJ6f 6 1'8 Jc 13,5 -Z4f-Ye: ---...... -( 5 r~ -A I e,. ~ ~) .... ··---··-·-·--·--------·----------·-· P, t .-, -.--.,..I --,-1 -.--,-,., I ··\./ -.,: 24 /( ........, . '(.l'V\ '\A --1 • • ,/ . .. • I M /t "·(--t 3· .51!:i:'. tzB-1 !ZfOE~\~f"A • ,. I~· I B,"i8 . .... (~ ~-.1-'.LM.L ;: .11.6 _ .... 2. use site)( 13.5 Z4F-vB Cs'~,.._ \q,s rJ~) . . . ·---.... ·-r-·----.. -·-···· .. --· ...... ---, . -·-----··----... -;----·-.----·-'"!" ..... __ ,. __ ·-...--.--· - I • • • -• ~ • • ,.,. ., t __ _.__, __ --· .. ·--------------------------------,--..... . :··=·:. :-.. ~ .. .. . l NOWAK-MEULMESTER & ASSOCIATES CONSUL ilNG STRUCTURAL ENGINEERS BY 7 t/(k.._ DATE 1/85 PROJECT )41\ 1t:KXJ SHEET NO. A-~ OF --~------···-········-·-·-8Jm .. .Lh~~~---··g..6p:n!:es. .. ___ JOB NO. ___ _ .l.'Tt:M 66 .......... . ···---····· .... --··-. ---~ ... -· __ ,.. ..... . ~ . eB-\3: (~'<.'.lN) f.=-te\3"20 + 4 (!3)(032.) : .: Z-6 ~ l.~f." .:: 4.4~ "-{ f"o-= Z.Z.3 ~) • • • . . • • I' w =--z:z.. {., oz.a) =. ~z. ~,1' { L-vp.:. ?:,z.~~) p w 1~ 1 -t J---lt__.k_ .... _e__tJ ____ _l _~s_' _l_q'_l .. . ·--·· . .. t~ lra ·IC d (. IZ.i'A«A.:: 10, 3 J:..t2,~,: 16.5 . -:-. -· : . . . . -. ·:· . : . .: .. · .,. ~ . .. L..;··ff~ ~~~ ~T $L,~1('3s,it -.~" ,s C4A6Jl'.~)l3S)-z.J-.:::-3'i o~{il'l 4-- r 1vr1P. • ~~ ~8 i . wsE sl/e JC z:2.s -z,qr-ve (sllt,x z.4 °~) . : r . : ._ : .:. ~ ' . ~ . . . -~ .. -. -... ·;-1. . .. ! .,.. . . ! . ~--. • ~ .. • • • I • • .-• . . l ----····-. -·--·--------··-···-·· -·····-··-.. ,. ----..... --·-·---···-·-----···-. . . ·-.. -•· ...... -...... ---····-·· ----·· ---------·--· · ____ · __ ----- NOWAK-MEULMESTER & ASSOCIATES CONSLiLTING STRUCTURAL ENGINEERS BY~-----DATE _L/.B.5-_ PROJECT ~-~L -,_._--L.@::c...c> ________ SHEET NO .• A-ID OF --- -------·---__________________ flcin ... ,hc_fk_ _ee~...s JOB NO. ___ .q1_::L$_1~ .... _ ,t. = zo" e Coeeiooit:.. "fk:.;: 16 /! i::.1f w ~ /.33(, 124r-.. l6S M = $. ZS t.-h L q_g ~-r~ ~ ... .·.01< ~: 1-65 .... L. IA1 .. @ Ott P~ I\ ~f:0:~14NED:· ,1.. .. t..o" r~<..'-rL-R" 11~5 <-u.: 4 C.1Z4)-t 3 ~ 4)-+ IZ(.ctJ4) M.: .63(-rof/g,c 4I.3t.-f"-r e:.-eJ3 1"' t'T'F-M 7Z ~ ·@ o N f'~ _ 1 ! . ~t:P~!4 I'{ lsD .. .{.: z l.5 , UJ= 400 p\t l'TeM 7A ! !3M. f-l u.,;; ,os pl r p.:. 4 (6.5)(~4 -I ,'}3_($0)] = Z,353 lb. M,....,.,. ., (Z~:38(17,6)(1/z.): !06',qt·ft e. 17.~' (.-~ 5~~G!~ ~ 54,41N'l -· ........ -., ... -. -·--··-···,,.r·-·-•~----. )-• .. ---·----.... .. ·: .. -··-· -·····-···--· 1 V..!St= wrz.ic11 ·-·-· -~·-··-·--·--- 4 i:.-i:", Mei I £::t.e,:r '3 . I /.J!$f:. ~-\'. I 6 PFL 1t 1 Lv&11la.i. :: 4 Z1 p 1-f • "i ---...,-..--.-,.-------• ... ••• --.-+-·----• ·-. -• •• .. -• --~---·-.. 1 IJ61= 1,-.1 j$x35 ... ·--··---··· ---·····-....... ··-... ----····---· ·----· ~-.:: .5.~ •. 6 .. !~.~--...... --------;-------,--.--· . ••: ' 1 • I ... ' IJfM JS: -M~4'... 186 t:-h .,,{CAN'T; 14 1 {UHC.eu~~1 ..... ' l .l '11 ~-H ( Al~C 7. • 51) :. c,~ 11EM .. .73: ··---· --·----__ .. cuefAI \'\, ~ALL: ---·-·----·-------···--·--·----·--· ..... ' .. ·- .. --••H ------·-- I . --. 1 ·,\-------------~~~-~ ~t ---.. ·-- . -----·--· ·-·-- ··--·-·· . --·---------·---·---··-----·--· . -w j,. L .. - L..Pt.M01Z-ei.-.,-;~£ P--s'A '3,5~ 'Vl~ION ~NDe'.1- >-'-~.'.:? .. f"..6 - Ai-UMll'IW 1'A. :, 5lo"J J; i; II" / / .iU..½ .;;u.::5.....-::7 . -· ~!.J!{:;G .. ·-----·-----. ~t..N~L -· I, 0'-or.J .. . --·-· v J-, I/ -· A-II . .. - ·-----·····-- -1-7& ·------zNt_ fl..., . -. J p ---------·· .. / I/ '--·-----------------------·· .... -· ···------·-----·--· -··-·-·--·-· ___ w.:. ---·----------·-···--· -------·-··------·---. . : -·----·------------.. ·---·-··-·------- --·--·~ -----··--·---:z. ul. ~t. ·-·--·. ---------------------.... ~ ·-·--°t'J----·-· ·-··· ··a.:u1-11N.vt..,,: r t.NE:t--· --· ·-·· -··· ··-·-·---··· ---.. i ·--· ·s1.:.0·1 ·J-.s !.o?. -· 1 ·-· .... ··---·--·- ------------·-·--·---·--········-·-·····-·····-········. -· _____________ (.,c.L:= ...... 3,6.CAJ_+ ... -'.-16.C:z1 .. ~ ... -z.t C~t .:+.._Z.3~C3) =. z1 ~-~---F\t. __ e z"cf f.!.. ~1..c.. $" ----··-··--·------· ... --------· ·-· ·----------------·-··----------------· ---·-·--····--------. ··--· ·----··-- ----·-··--···---------·---·----·-·----·--·-----------·····----. ------------··-----·-----·--- -----------------· . ------------ ---·--·----·-·---·-·-····-----------··--------·---·--·······-·-----···--·· ... NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS -... --. -· ~ BY # DATE 1ef04 PROJECT ------~LL "?aa ..... r,c...-.-_____ SHEET NcA::..lL OF _ __claZs_s_~_: ___________ lOAOS _____ JOB NO. ____ 6._4:._LQ.[O ____ _ J,eM lb: ,, ~-----~----·-········ -.. ·-. ___ ,, __ ·--·,c --.-. ·-· ..... _ .. ----,... .... -.,... ·-- /:!::; . ' -:. . F-1 ! _L-::35' T'l,4.:: 7 / ....... ·--· .---·-··-------~-----. ·--·-· ....... , ~--·-· \[ 0 \ \) ( ~ ri, ~£¢cs 1u t4 J .. -. . . ' A--ZA-5 ~ ~ ~: 1.51c. ¼.$ 1 C 44 + -·q3(so)) + 7£• 70S~I+ M~ lo.1,-0 tt-f-. .,,,,. --: ~3.-~ ; '3 . . . . ·,· f:: ~:~: *" '=' .:, • , · \N . . . .. '"-:;(/z~rtY::.L~ :s·· . ····-:t ~ . 5·c.10$){3s)4C112:a)' ~-46·q:·,H 3 ~B+{zq;c.10 3)( /.75) ______ ........... -·-·· /··u~-1~-rre·i35· · __________ _ . f> ·--------___ -______ -_ .-. -~ :·· --.----·_ ·-··_-..... ·_ ... --· .. ······ .... , ....... -··········-... .. ·---·-·· ·-.......... ·-·--------... --. ----._. .. j ·. ····-·-·· =.;,~o': ;3(:~~~) ~: , 6"1 ~I~ ]. . =.or, ·~ t I !~ ~gt ~+ ," fr w~ J.cq wl( .... ~ 13 C .. osc.e]= .sz_ ~< ~mw."' s.6" ~~--3s.z"- I l.J$f! -l--1 z f,;i~-z:--······ :-. -· .. -5 .r·:lZ.1 IN> l:: \1 3:30 tN~ ____ , ______ ····---~ --....... ---... --------·--·-·---... ~ ·---····· .. ---- . ' .. ! . .. .. . ~ .. •-.. . •· . _____ ,L •. NOWAK-MEULMESTER & ASSOCIATES CONSuL T!NG STRUCTURAL ENGINEERS sv _,41-. DATE _Lf~--PROJECT ____ tou 7oq..;ccoc.-______ SHEET No . ..A:B_ oF --· _ _________ _____ _______ __________ ... .flan . C~k:e ... e'~ ___ JOB NO. ®::loi.O ____ ..... ... ' ·-·----·~ --.. ·-···· -· ....... -····· .-.. ·-·--~·--···----·-·-··· ---··········~ -r.· -~ · .. ,-·-'-·--·--:--,-..-·---·-··---·-··--· ltEM a.,.., : 3 I z . UL/ t I €, • ' , '30 , Pi.: ll.0/L. ~J" 1,4.. . .... ---:·:··· -· ~.: C z:)( 4X10, 1 s) (, rz.4-)~ JO~ 1 11: _ ... --· ________ _ .e:. -· /6 [ t1!q ( 44) + ll. 0(-:36) -+ 7. 4C"3o) ~ I. 4e, ( 30)1/~ t • 17 (16)(30)] -= ~O. 4 k e'~· 3S. a"- ··_--:··--M~.: z4.z.(3~.~J/z= 4"33_2-i=--ft c:;c. ~ "!4, ?/ ~VIII>\ rl!,. lif:M ,~ ! .f/d:. ,46(1~) (Ztf: Z3 n ~ 40.4 /q_ ~-= e.: 40.4-'-- -eC<5t·~ z 104. ~"·'4 .: 8,6$ b.,j,. "~ 4,.3~7 6 ... --:-G ..... .. e..: 104/8.60~ 1-z:.o ------··· 1',-f< M: 40.4 ( 1,.a-t:1)~ 60_6,· LJSe s/ tG " s~e n.. u / s/ (-6 '' f 11..1. ... i:-7 ~v --,: v-sf r, ... re..·----·---z ··--------------··---- . I .:=:i::=1::1..'~ ' . ~ 1· ... .... ,··-~· ... __ ..,. ____ . --·. ·-----.. --' ·-·····----·--i,.i/···· b·:· 374" .A 3ZS N -~..,. ··--·-!--,:--····r-•··T·:··-~---------,.--. --·-··"'---: --· -.. .. ..... .. --,,.._ ... ------·. _.. ---------··---.. __________ .,_ ... . . ... ~--... ~ .. -·-.. . .. , ......... -.. ' -. -··· -... .... .. .. .. • .. -t --.. l .• NOWAK·MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL. ENGINEERS . _,_ -·· '. ... F==============================l=-1.3~_A=== BY#' DATE lo/84 PROJECT -·---~--1~Q _______ SHEET NO. _l8__ OF_ f'La:?g' Bf:AMS __ -----~~Yljj____ _ ____ JOB NO. __ &4:JSLQ ____ _ --···· ·---···"-·----__ __,_ .-----·-·------·-·" ........... ----·---- -~--.... --~-.1, • -• F'-16: .'2'.S'Z.. . ,'Z'\L f'i=1.0f3C.;oz41.GC.1)) ~ 4Co44 J-·.6(.os))] ~ :: I 1,0 -~~ z~ ( o zq 6 c st4J i : -i, '-·r- • . . 4 • • -• • --'" -I . • .. ! • -• j • " .... ---... ' l • • • • . .• .• -' • . • • t ... ·r···· ..... j·. . . -... -' ..... ...... -• i - -t • • •. -• -·.. • .... t • . . . .. . . . . . -. . . ~--. . . . I . • .. -•••. ---r -. .. t . • -...... -... ' -------.. .,...·---··-------··----·---.. --·------.----------------·---. .. NOWAK·MEULMESTER & ASSOCIATES CONSUL T!NG STRUCTURAL ENGINEERS BY-#-DATE -L/.i..5 ___ PROJECT --------~Ll._"10..~-------SHEET NO .. A:_1i_ OF __ . .. ······· ---··-·-· --·····-···---·· ···-.•. -·-------------JOB NO. ____ _ .. -.. -..... -......... -~--:-~--· ..... --.. 12--t.3sC11 . .s1 = '23-6 "- L/a:. 3.S(l-z.")/z.t::: zo.o n-= 6 e(6)°·t = [lq 41,'f • / q11 6 .. . . -t>.1 .""t ~ = 111/ ~,44~· 11.1 M.: Z3.6 ( ~ -1-17. I).: -41Z.. : . : ~ : ' ' . . 1,' 06~ V4 "--rH. 6H~-~-··-·----_______ ····-...... __ _ H/ 1~ ~ ftLL~'T w 6 ,.:r/4j,, Aszs-N -·--..... ·,·-t -.... -··----··-• • -----• ·---· --·---<r--·---·--------·-·---. I ' : : ' ; ~ . . .. r ...... --..... --··-··· ·---------·--··-···-·------··--· -...... ······------.. -.. . . .. ·------. -· -··-·· ··--·--·--------·------------ • NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS sY -#2--DATE _1Ls_~----PROJECT -·---~Lb ___ .:i.@o ________ sHeET No. -A-1s oF __ _______ · _. ----------··--------_______ rlarL (h<G.L. ... ~~~-----JOB NO. --~-4-:L51a .... _ . --· -~--.,----· .-.. --... .-... -.. -: .. ·-... --·- ITEM @l: BM f·ZO A:-- P-=f-\o.::. .s4 c11.s1; 1.45 t:. -M1\-\#y\._.. 1.4.S(q) + .1.g(q17ft.,., C/6 .. 4 1c-f-1 .. " ... I -· F l,,U-J f k k J M~ :: qs."t-('.,. 1\3-'{6.4 .·,. 01( L q · vt-it3rui:o) I.JSf: J....l 18 -<3 5 . . ... _____ .. ______ . __ ______ _ . _ :C :!"' 11-z.e [ q,s(qf~(,c,) -1-,!8('f) '3(-z-r) -• 13(Zo 1(~)] r(q zq ... 103(."1) '3 z. 4 -z 4 2 463 \f.-14 . -..... -·-..... ~~-.... "T. • ... ,. • -.. -...11:"• ~······ .,,.~ r ...... I : ' ,• ' . s~ s7.6,N 3 l> SlO 11'1.q --· -------------- :: . ~ . ; . -. ---. . . . . .. . ·• -·. ... -. ! .. -.. . ~ -. . . -... -~ .. -. . ----~-----.. -------.. _ .. ---.. ......... -.. ~---. ~ .... ~~------· ... ··-.... . _; .• . .... :: .. NOWAK-MEULMESTER & ASSOCIATES ;.:CNSL;L ~'NG JTRUCTURAL ENGINEERS BY /{k. _ DATE._J/.g_5_ ___ PROJECT ·-_, ..... _ ---~ol\. __ J__t.z.Q_<?__ ·-------SHEET NO. _kjf! _ OF ...... ---·---·-----JOB NO. _12.4:-_l_:?J O _. ITEM 82: ~· -coC{JHN6 = I / A .5 I I , C-/ / ... / / / -··· /" 0 / ,, , ,, / / F ,/ /" ,/ •, ,, / / ,, , / J I/,, / // / . - L ,,/ / ,. / / / / M __ ,. ... ,, N. s., 38.'2 43,S I' p / •' , 5.b / / 5.b 'J!:3,'Z. 3l3 . .:. --43.8 43.8 q_c3 'i. s / Z6.4 z~.'+ --36.2 ,• 36,Z: I, '1.B , II, I 'ZS, q / , / ~ 3~1 ... I' 40,6 ,,, , , / ; / ,. -/ .. , , q.s / // 12.4 zs.'t 33,5 // --:,5 . ..., ,· 45.C\ / / , / '' / /' / / ,, /// / ,,,/ / / ,, '1.8 '" _,,.,· , 12.,4 ZS.I{ 33.'5 as.; /' fS.q ,· /' , , / , ,.. / ,• / , / •' 10.1 ~ //' // 1"1,4 ,/ -zs.1 38.~ 35.S / / 67.e, , 10,l A -· /' , 16.8 .•' 'ZS,1 ,• ~ ,• 35.8 , / 46.5 1.9 / , / , q,1 ~ / :Z:"\.7 '3°!1,6 ~'1.4 ti, I ,z.4 ·' -;o.'t '3S. 8 ,,. ,, / 41,'3 48.'Z / ! / . ,. / _,/ r' // / / / ,. .. , ·' / / .. ,/ .; // ,/ , ,, / , ,, ,· / / / / ·' / / , , ·' / / / ,/./ , , / , / / // ~-·. / /' / , ,, ,· 7.43 "l.Z ~ "l. 'Z. "' '1.8 ~ ; r1r·1 1'1,0 ZZ.3 Z'Z.3 ,,, ... Z3.b ~.{,_ , ----/' --, t:6,4 3(.$ ':31, s "3'3,f 65.7" ,, / / / .-·' / ,,/ ./ ,/·· / / ,, / , , / / / .• ,.,·-" ·' , •' -/ / / ... 'l.o , IC..o 17. 'f ,J' I'<.'-17.1 // 'Z''l.4 4t.6 ~.s 40,'I ~.._Q__ 38.~ 58,S TZ-4 60,5'' 75,1 --:-/ , / / / / , - ,• / ,, 5.'Z A' ,., ,II -3.'"Z. .2' / / / ,• / ,' // 11.0 .lfu.1::.. 11.0 / / ~ / 2'3,b" 16 .2." / / / / /' l~.4 / // ,o..3 ~ / / ·' ~-+ / -z.5,i ,. , --/ S1,8 / 36,0 ,, / // ·q,SJ // / lb.8 / -z5.1 , , / Z~l.. / / , , / 46,S / 345.i ,• .,, 11.~ /' ~-8 .,1 ,. 0 , ,· '33,4 _z.u_ // ZS,7 // [// 3.5,5 •' ~:t"' 'Zl-~ ~ 17.8 10.1 / / , / , / ,,/ 35,8 'Z8.3 ,' ,• ,. // --53., ! '.?>q,o ,,, , / ,• l'Z.4 ,,/ / q,8 35.~ V , __ zs. 'f / 35. 7 ·-.. ,. ---~ --. ----~--.. ;. ... -....... ..,.. 1,/ I/ 48,Z / / /' / / ,.,·"'· ./ , 1z:.4 / ,.a / , ,. ,. ,, / / , '30.~ / / 25. 'l , / , ,· , ,, ,. , •. 43.3 ,. 35,7 5,.(/ /// 'l, e .... 'i,8 Jj 17."3 ,,/' 14.!5 / // / / M.& z5.ll Z5,'=t 47.4 42.'1 / ,, ,· ,/ , , 40,0 '35,7 35 ... 7 64,1 --~.4 /' ,/ .s /' / / , .• ,,/ ./ '\,8 ' 't.8 ,/ / ., -/ ,· ~ -/ zs.1 / / / / / , .I / :35,, ;' / 3S,7 I/ ,-/ ./ // .7 ,/ /' / , s., / // 5.6 / , / , '?>S. 'Z. 39,z.. ,,. / / , , ,, --, ,, / , 4'3,B 43. 13 -.. ~. ----.. ~ . , " .I f • l l NOWAK-MEULMESTER & ASSOCIATES CONSUL T!NG STRUCTURAi. ENGINEERS . BY -P---DATE _J_/0_5 ___ PROJECT ··--·----~IJ _ _.:z@_Q_ __________ SHEET NO. k11 OF·--·· __________________________ ... ______ , ______ f1an .C~<?-k. _ e:s~~--------JOB NO. -84::.!.SIO---_ 11'Etj 6 Z: COLl)~N5 e \ ~-r FU::'.: C-l P"'q""'-: ,s~ r-11 C r-B ~-= ,z.4 tJ /J ~ ,o,, ~cerr C . p ~ -z. · , l"\.:i,;. ... 6S e 0-t L .Rciz,-i-= lo'· C-3 ·-· --p~= 1~ • .q ~ K~s fc..~1...,::. II' J:::13-rz .. -= 4.Z'" o 5,6t L ~ 1-z.,~ 0 1"3. t,\( L zs.'li:. · f'-ro-r-= q, ~ + -zs. 'l • 35.1 J<. .> (4--6-4 &:.$, {_ "'.;... M ("c,i::ir., q. S G-. s) .. 6?:> .1_ ----_. -·-·---- l,_us_E_i:.......,!:>---::A-;r,...,..4-.ll s-:-:;-.-, b_@_r ___ " ...,....i r-8 Pa11a..v-= 70 t ~E: TS 4.)C4 -.d/4 Pc.1kn,: 65 IC.. l lJSE T6 3..c 5X "1/[f, ~lieu,-= --z-z.. I(.. ,r-r6'{1J --r.s G,c 6" 1~ ~lie<.,., ... \26" r:_ z . .-33 . . -. 'Nf, e \.Si fl. T'l f" t,!"C"T fl~ ~ _v ___ .,,,.. '. ·M~s 6'3.1 ( .1/-z:) -\ 14,,5.-:: l7t{ t•INJ [i.;.=-114/Jod.:: 11,Z k~j f~~.66(46)1 30•-'/ -::--:::·:-·l:i_-:./ t(:i.14)-z z.:i.-w3 -· ~ · Tt 1:·s , .•. _. ·<-· -···-··· ((eA-=. rz.(.3.14JZC,:1"1o~J-~.-3'I,l ,--····--··--:.~:'. ___ _ · 46 IClr-/ A rz .. (1-z.Vz,'33~ ~ 1.e 5/4 3(,1.~) (6t.tc.Y3 .F. 6 1 . 3 -lo. Bl ,u .s) -8 (.W,5)3 - ~ . fa.: (\ -ik&1i14l7 "' ZO#'l ~1 1,86 I • 2J" (. t:f.8)Z.. . . l , GA "' 1(11.z) -= .'l9 ll,o.·.o~ ZO,'j (1 -~)30,4 3~., ~ + 11:.Z.. ; • !JOL l,O :-t>k_ .,(46) ,30.tt ·------·--· .. --···-·· -·-··· .. 1.86 -r.s 6-\ 6 ){ V4 Ot Fo~ . . t:a. r= ,-,rtet, L..O ti 01 Nt; L. ---------------------·------·-····-------------------·--------------------· ------. ----· ------ NOWAK-MEULMESTER & ASSOCIATES CONSUL iiNG STRUCTURAL ENGINEERS BY-#--DATE ~_5_ ___ PROJECT ----f/t.OJ..J..._'UJ~-------SHEET NO. ,A:~ OF --·· -----~--·· ··-··· ..... ····-···· ·--... ·-···--·-·-·--·-·········-----JOB NO. _· __ _ !'•JJ\I Mm,.._..::-4.Z {6,5) + IZ.( (5,5).: 80 ... -Z z. {1c..: 9D,Z../ 10,1: 7,q4 ~i 1 fb-" 30,4 ic~,- (~x-=·· 3•L1 f"'tt --tr 6: 5 / 5 , '5q ,: -CtJ. rJ r.s i 'fu;; za.'1 'T 12:'/ 1' -s G )(. 6 --. 5 (lb A.:-6,~G -S.:-l'Z. I r.: 7..3 ~=111,5 'f..i./f'·-= l"t(1")/z:3.:: 6Z.~ zo.B + 1.qtf-. ;. ·1:ss. 7 l.33 zo .. Gt (t • z:o.s) "30.4, ........... -····-···· '3'1.1 f....s . .: S/:s + ?(6?,6) -(6Z,3'}l • J.8£ S ( 111.s) 8( 1,1 . ..sP Fq.· [ 1-~T. ]{46) = -z:o.$ o,· __z,_(LLL£ . 1 ,i76 . • ..... 17. O + I ( 6-63) . .:::.. J.ZJ . .t:. L .. 3.3.:'~p[(. .... ~.-· (1c,.,. So~~/ t-z. I .6 /,. b3 ".s i Zo. ~ (I·#,,) 30,4 f,;\.-" . 116, 5 /6. .. ~6,# l1~ 0 ~.Si f~,,..a-1-z. {3.14)-z..{zq:,e10>).: 38~t l.3, ( ,i. 6 )~ ~ ! . ,., ' _.., ! , ' • • ~ j u~·e',~ t,"-6)t,s116. e ~~~ -c~·~ ·--··-···-·-· -ot= B~-3 { [3F-~ ( t.ir-t.e.s Z f lz.) -rs b,/(. '"''-'4 C'IC e Alt Oi~Ee. .. --··. ·--.8~AC~D t=t:l>M~-CM.$·-BF--t·t.if2-,4 . ···-r . • I.. .. . . .. ,, . . .. . .. 1 • • • •• • • ' .......... . • • i-•••• -....... . --·----·----··-····----·················-·-·-·---·-·······-·-·---·--·-·--·-··· ......................... ·-·-·· ......... . ',, NOWAK-MEULMESTER & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS I================================····· BY /lb DATE .Ji..e.s__ __ PROJECT --i'aJi_1.CZ(;O. _______ SHEET NO. _k.J:L_ OF __ . ------------·. --···--·-··-~· ·----... -.·-·-··--·--· --··--··-·-------JOBNQ. ___ _ ·: ...... ; ·-· ....... -··-: ·~ ·---. . -.,.. ..-..... --------·· ··-·-,··--.. -r---_.._._ ____ ----- ( 1-l't:Lt ~-f"O~ Eet::€Nt1Zk:: L..04DtN~ e B~t.eeo Fe::6Mc 5 {_ LINE J) Co1... J-6 ceIi1ltiL. f'-"'...,,."' 38,5" {, L·ZI l \'1fM, S) Po~o-t"· 1.e ,:... F0 ;rod".:-3..3 t. . -~ 'M·~;-. ·3.::3( 6'.s) J I.SCs,s):.: zo .. G \(•IN . --. -.. -... ,z.. . IIZ"f i~ 4 X 4 A-1/,q. A z 35'{ IN -z ~.:: 4.ll IN3 ___ .... J:'.-1'. .. LGL IN ... 't..R_/r::. IZ-llz) /1.s,..-qs,4 ~.: /11.5 f:e-.,. ~ /?_(J,14)z(tq,d0'3] ~ 16,4 23 ( q5.4) z .. ·-. . __ , __ ,_... . ... . .... , . r~.: 38.5/3.S'i~ IO,i 1½-1· (b ... -zo."-/4.11, '5~o /!.Sf_ ·J rb~ .t6{A6)..: 30,4 ~i f" .. S.-= s13 + 3('qs.4) -(~~4):, ·~--f_q·, ·-· ... , .... --. . · ...... a (t11.sJ scm,s1~ · ·---... -·--··--------····---··-------·------·--·····---·-·----- z C {tt-G,,f) 1· 4 , -~ !l~j I-Z(III.S)'t. 0 -f:::::>,3 l. '\ t .5.o + 11.0 . . .: \. 31 ~ I. '33 .. •• 0( 15.3 Cl----'£·1)10,4-..... ·--·-·· ---·-··-······----·· .. -. : ·. . :-·. ·. ,• • . ~ ; • . : i ;.., . . ~.. : I J 7 ·:: r ~ ! ... • • ...... ; l .... r .. . ... .. . . ... -. ··-------·-···--·-····· .. ··------···-----------------... ,----··--·-···- • . . . . . • . : .... .. -· .. . . -· ; ~ -... • •.. .. .. ... .. . . • • . . . • t . • .. . . • • • • • • l • • •• ~ •• -• ... /.. .. .. • ' • • • •. • i •• -----·--·-·-·----·-····------~---·-· ·-·----····-·-··--·-------·---·--·------------·-------···· ... ,' ' ·, ( .• . ~-. . ,; : .. .. .:~; . i ~ ' .. -,--. ...... --·- NOWAK-MEULMESTER & ASSOCIATES CONSLiL TING S TAUC TUAAL ENGINEERS BY __ Jt> ___ oATE -~Les rRoJEcT _________ 14~_(L_7_a,.9-________ sHEEr No. _k1Q_ oF _. _________ .. . . ·-··--f'l~ri C.~4. . -~.<?(\..~---·--------JOB NO. ___ _ APDfO CAL.C. r=;--21: e L\Nt; M , 10-8 : f'\ .. 4C10) {.044) ~ '"::i."16 I'- "" F1....: 4l1cqs) ( .1'24)-= i;;,33 w, = 14 c.12.4) ~ 1.14 1r:-,{ W-r...-· • c?q4 ~I' . . ~-(t -MrMA~ ,G.33(6.s) -+ 1-74 (6 . .sf/z --71,4 ,.,. I L1.'t.L ( l-, rc:::, d.; z,i,qu:l( .,'5) [ 1,ozs + ~ ~. t } k I., k 1'. ~ ..... "' vrlit:.!,;:; -S.1.3 l?i;rh,,...,._.:: 'Zt.'1~. IJ~t:. 1,-'l ,, <Z:i[ M~,1.ev.:: ~6-.5 t:-~ t-375 IN 4 . : ~ -• ' ; . -. ._ -. :' ~ • i . "! .. r· • ,... ~ . ~-~ •. • . . . I' -l _......_ ______ -··------·---···--·-----·------------___ ...... -~ .. -----· ··-·-.---~---···-"" ---·--·-·--... ------------________________ ,. _________________ _ .. ' ·7 ,'•···--·-· -........ ~ • . .. ·= A-21 -S,L.. Br--'J -p,.. s l ..., o'i -r ·3so 16 r: , l ~ I!:> r~--\: • S [350 ..-165 \v11==1-.-I os ( ~ 1... '1 46 \1.-\l--l '/:•IM ~r.Ci 'cl.:: .ct 4-S , e 03:) \N3 • & C 3 ,)(Ln1 e(.. 6/\6)1., ' . . / ., .. 5 (-:;/gl<.. .: 64L\ :=:> ">I~ "' 5 . -. . .. 6 . .. • '··--·-··· --·-· ·----···-------·-·-···--···------------------------ . ---· --------" --· ---~·-----·---Jt,,,,,,-.------------·---···-·---- ··--·-···-----. ·----·-··-··--· ---··----·--····· -·-· ··-----··-··-·. ········---------·····-·--·--. - -·-·· -········--·-·---··-···· ----·-··-· --------·--· ---------·---·---···---··-·· --··--· ----· --···-·-------------------------- C I Aeceo CALC. {l'TfM So) &ikon---i ~i l \nc1 { l'f p) l~ . ' . ----.. . . . ,, -~ 2-rz ~ ~hB . ··cl Vz.'',n-1. \.,,.\0. Bl..u;)"·.:~----~ail~.,.,; _; z.(t,ts)'.'470).::: ~li51t.l,lj .. . ____ ___ . _ ____ .. ___ ________ .z.c 1:zs)Cz1s)~ 53ltJ .. ) ··----·-·· ··-------------·-···----·····-· . ·•. ·--·-·· . . ........ -~ A-z..z -----······-·-··----------J; ~-z_so (6)/z ;-__ ]50 1 ~~ _______ ···--···--· ____ .. ____ -····· .... -······- . · ·-··· ·-···· -_____ f-z_~ ___ Z.5_~_(_:l.) 1~-~--&?0 ... ~~@3B~_ _ _____ ..f~AJtd brt1(~~ ... (.414 (:;iXJ1.-.7 C7T j_b -,·. OIL .. .. .Cb:cc..t. Y&:i &,(4..,-: ···--·--··· ··----·-·---.. 0 ~ -·-··---··-------Wr+;...,,(1r:!U.tal ~ -r..F:1.Q/z..~--... 315 1 _______________________________ _ ----------______ .. 'ftt. I ~t.v. ?, ______ 31S-~!:\ ____ ~ 3 .1~ "':__ ___ _l 1 _tz.S_ -~-_7_1_ ·y1 5 ~-____ ; .. _1t: .. .. .. . ... ' -·-·-·----·-··· -----·----------··----------.--·----·--··-·-------·-· --···-----------·-··· --· ··--··"-· -. .. ---·-·· F:zW ·-·-+.d--. ! ~ ~-~~~~L--.B-~-~-=-~-~:-~-~~----------~~t -,---· f,, _tso_(sy{'LS: __ J,oo~L. ~ ... ______________ . . _:=-_:_+_-: ---~ ==-_ .. . . f Z:"" ·vsoC '3.15) /t.-z.!;-=: ... 1 ~0 ... . . . . .. ________ ..... ____ ........ _ ... ,..: _____ -·· . _; ____ ('fl/ _____ ...... __ _ I I --. ···-----------·· . ----·-·---.. . .. . . .. . ---· --· --. -... t=========i:l.'.__ ~ ~ f, . -, .. -- i ----t·--f. r-·--··· --····-.. --· -·,:' ! i r') l I ! _, I I f • ·--t ------------······---------·-·-····--- i~ l --l f -------·---·------··-~ ----·---·-· ., ····---· ·---·· -·--:-:. ::i:::===========tl-:~ . . . . . z_ i I I ! -~ . ··----------------·---··-----··· ·-··· ··---___ , __ ,,, ____ .., ________ -·--, ----·--!----.. ··· -·--' ---------------------------------'---1---.-------·----····· ------··-----······--·· ------------------·-·· ---------·---·-------- .. ··: ... :.:.: ' , r - NOWAK-MEULMESTER & ASSOCIATES GONSUL IING STRUCTURAL ENGINEERS BY.-~-DATE .-1LE.s ____ PAOJECr --~~11 __ 7-oq=-------SHEET NO. A-7.3 OF --- -------------·--· --~ ------· -----------···· ---------····------JOB NO. ___ _ ADD€D Ctill.: f-i A: W-" .0'14 + .011"' ,165~1{ f'-= r~ I .:r. IZ.4 t -MVV'4""-" tZ.,4 (14) t . 165( 14?/-z.:: l~t8 i:....f--4 -YP.otA' 12.4-+ 14(.j6S)-: 14,1 ~ I,:: .i! 1 ·----------· .-, f' ····· ..... --,------ k k , z.o ,,.. g k ),· ,l l -14 1 L l<A .;:' e'G.: H 21.-1(.6~ Me.11-.: ··1q_G'·fi-· '(14' ·uNl3~M1!0 !-........ ·:: • -----·-----·---~-.. -----------··----·-.. ----· ... ·--------·-·-·----~-;, : : . . , ......... -:--·--···'1"_··:--: ·- • 4 • 4 , ._ • • I • t ., ... . t . . I • • • • t--,• • • .. / ( .... :----·--·- NOWAK-MEULMESTER & ASSOCIATES CONSlJL ;ING STRlJC TUAAL ENGINEERS BY-~---DATE -1/..SS--PROJECT ·---'~:a!l..-.. _-:(a;:o._. ________ SHEET NO. _J:\~ OF ... _e,AQ __ .f'CC!.!'lt'-i~ ·--------· --·--·--·-··---....... --·-.... ·-... ------------JOB NO.-~---·· _ f-l ~ P411ou,-= 70 \< r-\t 1 r-101 l(...q, R-61 ~-8 r-1, f"-8 I - f"-Z Pa 11G,Cµ.: GSt. .. ,M.-q I N-4 J N:-6 J P-'1 A.S-"2, A.5-S ., C-5, f=-5 Ct -$ / L -S 1 L.-9 .1 l'I -t rN .. ~. ---. ~-'I.I IZ-1 1 'T-1, -r-\Z ,F-6 l'-1-s;N-e ; E:.3... p Cl II O.:.u "" 3 6 "- s-z, .s-s I l-z, D-6, 0-1,. o-s O-w1 D-l 1., r=-z, G-z , K-2, K-12 L-z., L-\Z , M-Z, M·-rz., f'-rz. -~-3,, IZ-4 1 s.:-:~,S--IZ: .E:a ~ I low ;:: '251£; J-11 M·to ~ Pa 1tc.u1 == 18 t. J-G,J-S . . . • ,+o• ,..-1-•--"' -,.. • • " •• ,.. • -• ~~ .. ' ··--· ... ··t-·--···· .. H···-·---~-.. --.... ._ ............ _ .... 6 !_. 3 ,, ~u) X 16,. t+l. t,.t / 5-i:, 6 l=..6. W l:."{ 1366.c i:e. 7/8 " x 1z:" s~ 5 (3 If :$6( JI l'Z M jt\. \r\/ 4-tt 6 t::.6. Hll"( ·t3.A~ lt'.. 1/sn ~ 'i " . .5~ .. 4~1" s~" 1z "1 1-1. w/ :i-t:t6 t:/:l. WA'i .13A!SE Ft. 71."'.x'!" 5<Q 4-3 I/ 'S~ -1: 1 'Z." Tt-1. ~ / 4-" 5 EA. WA'f _ II BASJ:::. fE: 7/::; ->t 'I 11 $~ ,. .. . ·---~ .. --···--------··~-·-------···-·-·- 3!.6? .sa -" rz.." ,~-w '3-ti4 !=A. WA'( 13.!6e FE. ilg' )(~ n 6q I ::, -o ,, ~ t11 x rz.. '' TH . 1-4 ' 3-tJ 4 f=A. W A'f . 6~~.I= .. ~ .. !,a~.X1_n ~q.-----,--~.......-.------.. • . . • • . ' '. I ' •. , •. • I -•--•. - I ~ -• • • ..,. ., -• • ~ • • -..... ·-• t ... ,.. ......... --·----. -·-··· -----. ,., •• NOWAK-MEULMESTER & ASSOCIATES CONSUL rlNG STRUCTUAAL ENGINEEAS BY-#--DATE 1/eG PROJECT ___ \LPLL JPOO _______ SHEET NO. A:f.5_ OF _. _____ ,___ ____ --···· ·--------------... _______________ ,. ___________________ JOB NO. _e4-l$l_c'? . .A~O OLC.: L,~;1·t::ea LOAD e~~1"t:P 8'{ CONl. WALL: seliCE.-G : .,-~ {;-'t6-dlz: 6t::Ae1N4 tiel!.4... 6 (3::,):: 1'18 INZ t F'.: 1.4( 1~)/1q~-= 1:11 ~j ( pq,,_-,: ~ 1 C es)Cz.) -= 1. M llS.1 7 1. 11 ~i .... OK CH·~,~. Sttt::A¢=°·:·· :·: .... ... .. I . 1.:3:? 4 .L:31 J l . 13, -· -l -~-. . . ... , I 1(.1{ v-= I G6 I~ .: 1"2. 0 •••--·---•-•,., ____ , _______ <¥ --•w•••-···---- -t--c..: rz. B /i 4 4-= _0€,q t:>I L. 07Hf"'-S fNtO. f"iX.ITIM4:. \Iv= "3'32" 'f n.: 33?./ C.sG Cri)(.a)(t3)(t-z-):: . 26 JU.I AXIAL DF-.AP-= JC \3(z.1s)(.1s,., s.4 .. . ,. __ .. Ay.: ~ Cz.)lA~) ~ 7 •. 7-IN-e I.S C ~ ( 5,4) -t 7. I c, 0) "2\ ~; .r~i ::: _.;;;;, 7,t6 .. _. ec 1'3)( rz.)C,~ \ ,::_1;.i ., •• No Sh<c:i.r ~,,,( f!<tJ'-' :. ot ,. .. ~ ••·• . .. . , r r ~ ". , ···-·-----·~--··---.. --~ .......... ··• • •· ; • • • f , ( ot-.~ ~ -~: •• • . ·-----------·---------· ------ l ,,, ..... :• -· ----·· -··----··-·--·---------·--·---· --------·---· ·--------·-·-----------------~---- ..._ .. ~ I I NOWAK-MEULMESTER & ASSOCIATES · CONSUL TING STRUCTURAL ENGINEERS F================::::::::::============:::::;::::::;:::::;:::::::;t / (~J° BY-~-DATE __ [/g_5_ ____ PROJECT __X:ru___7_C0..0. ______ SHEET NO.f.:Z4_ OF····- It.. ________ -·----··· .. _ ··---··· · ______ 22..&. -···-··--JOB NO. -84-::.1610 - 8r -I :-{ ~ CESf4 N) l t"d f"UZ : J2-I lt l½bC:1" ,o COL!,Jr'TN: J! ·~ee,~ 17 {1z.s/-z3.6)~ Sl.4 M.. Sl.4 ( 17 • .s).:: qco .._,,, t"" · 1/IN f"{: • §LL :; I. 17 "<Z(-z) th.:: 100 {s) := t{.65 ILIJt,i l (~z)Z .tt-.: J1.11t+4.65Z .: 4.7'7 r ~ Sit£~ zz'' fll.1..l:i ·cl¼>c'1" -ro J:3eAM ~ Fho,-,z:"' Cf, (,0/23, G)~ az.z. k:. M.:-(5Z,2('5)-"411~·IN --z. z. ,, . --··--~ ··-t~;····:·~i.z". :·· ··ctn_t./,hl -·· --··-· :· --.-~~ -:·: -r· ·-... --:_ ·: ~-... : .. ---·-··: ····· .. ~ f" _. ':I fl (4) ,:. I. 70 !£./IN "Z.l t'?. )"'t- r • j i ' f ! -: NOWAK-MEULMESTER & ASSOCIATES CONSUL TING S TRUCTUAAL ENGINEERS sy -#-DATE ._-1/.Es ___ PRoJEcr ·---·--·------l.(cu_ __ 7c;;a_o, ______ sHeer No. L·z.+A oF __ I . ----~--····----·· -. .. . .. .. . . .. . ... ----·-·-· ------··-····------JOB NO .. 8-.4:LE$.! ______ -.. l'TC:M SI: Br-\ z"4 fl.lZ. t tZ'-\ ,-~zz. 3 t '1'/k>l-t.: z_z.e/4-= 5,1' ~ 6¥:.@!Nt; IN r-t ;_ M". 11.4((.Sj . .z 11.1 ~IH .5~.cei 'c.1--=-le, I : • 1'1 ir/3 ,6(3G) t . ...-._.:-·· -------:.:-·:··a-·:.-._ ZZ,B. ---........ --........ . .. ·. . . .. . :1 I. .. • • ~ ... -. • • • -rrlll···-- 1 tv--t"6,.>t6"V4 ~~A3ZSf I I K ~ll'l.C. .:.-l'l4 :.t!I~ ! I I I ,.s(.e1~)~ :& .£5311'1-.:i 7. ri:t IN~ •0 .,,0~ ' . ~-··--. ··-1-ws-· -. -!:--, ___ FE._7_18_"" __ 6-~-S-x-.\-'-o-··H~---__ . ----· ... . I' : -. . . --. • I ' __ ..,,_ ·--- ... ·······--....... ,. .......... ~---.. -----.--... ·--·:--.. f' .... ' ••,_. ... ,o·----y-~ o •• . •' i :.:.L-.... L\.:. ... . . ,. .. : . ' ' • ,. ~ ' \ Ch-<ck SJ1t. \V\ Tvb:: l'.PluMn: 'T.5 bx6xl/4 +r r, -ZS.'!"' I \ i !==:=I -==========:::=::::::::- P~-= -z.5. q "-{ f-1-z._) '../.: -zs.'f /tz:.l\1re;i1~ .• 1z.·~1i~ ,t'{: ,1z. /z5= z_, 68 !:>I ,("i ~,~~ ' 4 ( 46 }:: 18, 4 t:~l 7 ?., §8 t:.5--J -:. .. C) ~ I I~ . b _, ' . -· ----------------. ---··---···-····-----·-'----. _____ ,._ --------·-·-.. ---···--·-·· . -.. ·-. ---------------· ··------------·-· ·- -------------------------·· --····-----··--· ·--·--------------------------·------llo -lb . \-----· --.... '. -. ·--·-----···-------------···-··-- . ------------~ ... 4.-'5 .? .. .;:_ _____ ZZC? ______ ( Pf?.::.~'3-f1~ lciadJ ________ -----·· ___ __ _____ ______ _ _ _ ___ _____ _ _. ____________ .. __ --------· ... ----------··· --·---·------·---·-·----------__ ..,, ____ ··-- -··-··----··--------·-··----·-·----··-------------. ···-------·· -----------··· ·-·--·-···-.-. ::.. --·-------·----·. ---------------·-·-·--··-----·----·-----------·-···-------------------- -. ------------·-··-------------····-·-··------·----·--·---------------- ·--.... ·-z. ~ -\ I!,...-~~ {_8;:-;(d-.2 ~ ~ -. 6 .. -------. -~ . --~ •. IJ"==': -Zo ,,..V.(t z.. Jb H6<Ji{.: 4 '36Ll,Sl +.ZS (6~0 )llS) _ _(0 4c1-z.1'cfc_(v) ~ ... --· --·--..... "' 5~6 \.b;h 7 SC t ilo-f-t, . 4. 1 s(\)1(:~c.1s) + .. 00~(2.e.) --.46 \ e:i1 ...; J • .. . .-! .. 4. :..... . . .. . . -. -· -·-' .. ~ . ,.. ....... I• -•"'- • 6"'( ~-~ ... : . POOR QUALITY ORIGINAL S . . NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS --··-· ·-·-·· ===============================~~ ·-· BY #? DATE ___ PROJECT -~"=lei.I ___.7-:::0'-'00:--=-______ SHEET NO. __ OF __ ----------------·----------JOB NO. __84-1$10 ----.......... ---·-· ····-·------______ .., ____________ -----------H••• ••••-·«-·----~--· ----------· -------------.. ----• • -----·--. -.,._ ••••' -0 LOADS 17-XF PURL.ll•lS f?a,F' SEA~ A-.a):tc:-J Ol.$ii.5 2 3 10 ---------·---· -······---·-··--· -·----····-····------····· ....... -·-------·-----· ··-··--. . . . .. --·---. . . -·-------·-----·--- .. . .,. . . -!· FL.~ 13EAMs. PAD .Fa:>Tt N4$ ·\.Z. zo ZI. . -:-:-.~.-~---:---. _---~-·pee-1!'."f1=11:e· ··w-,~:x. ---·---------.. .--.· .. .-. -.-· .. -. _ _-_--_ ·-·---·-·z:z.. ------·· ------:. . .. . -. . . . LA.,-~e:AL .ANAL-.)'~ . . . ·-: . : . .. F~O~ L-l 1--4 ___ .. --··-----_ ·-··-·· . . . ..J;_:::OOF . _ .... ··-_____ · _____ ---·· ... _ .... --------·· --·-···--··-----·--···-.· ...... J . ..:IZ .. _ .. . __ ·-· .. __ ·-... ---· ___ -· __ _ l::~ATce: -GHAFi 1-..-IS SeJ.la) f~M~ . L: l't , !Z,t:.O~ SE.AM L-Z'2 -·---------.... ··-···---· ........ _,,. __________ ., ____ ----·-·--.......................... _____________________ ,. _____ ....... ----------·-·-----· SJZ:Acf;D ~N~ PETAU..G · · · ·oeAG 0r-.rA11-6 COMFUfiaii::, OUiPU-r . L-24 L-01 -~c_).~::i' ---------.. ·---·-· ----·-.. . -·-· -··-·-.... -... _~ .. ------·········-·--· ___ ..,. ---------·-· ----------·- _...._ __ ---------·------·-- .. , •. ' .. . . . t·. . . '. ~ : :r r -~J~ : ,::i.: ~ ~-~ ~ : : .. • .· -~it .1/f .. , . .. '. . < : .J:. '; : ~-/. : : : ;: : . : . • • • -• • • • I • • • ~ • • -----~--~ . .._--: _._....~------·--. • I ' • • • t •• ·- . • ~ t .J • • ' ' ·~ .. , -' / \. \,$ NOWAK-MEULMESTER & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS BY-~-DATE .Jf2/_8.±J:_ PROJECT 14-QLL 70Q~. _______ SHEET NO,, __ OF __ I ______________ QAQ.S ________ JOB NO._ B4--l51Q ______ _ ______ ..,_,$ . __ __,, --~ --·--- ' c..0Mf'o.s1"fl.:;7 ea?F1Nc. v--i/ ~~v1:1._ = 5.6 P~F 1/z_" PLY 1,-.J COP = 1.5 z,._.,q 5TlFfN~RS @ 24" 01<:.. IN'5ULATIOI\I ~ MISC. 1:11=-G t-l AN l l~ t E W:::CfR ICAL tf:.PR'INt<LER~ C!:.11-J N Ci. FURI..INS e 8' -o''0 /c FI-OOR I-0AO$ ; '12-1-1=: t\1i1: -SP~ E $ FL.a?R c.oYf!:RINCi 1 'lz.'' L.1. !,-ff,. CONG. Sis '' Tf Ci PLYNCO.D 1RU6~ JOl~t5 @ Z4''ok SPRI N.K 1.£1:::.'.'S MECHANICAL t El!==C.Tf::::IC Cl::-ILl Nc'.i MIS::F-Ll-AN~OIJS = .7 .4 6 ,Z. P'Sr · -ro SflFF. ;; 1,5 :: L 5 == I, B ,. ..1..§_ 14,5 P~F TO FUl2:l...lNS: 1,6 16.o F'SF TO C:1-lJ-LAM St::AM.S zo. O -P6F . LIV€ LOAD -= 0, 6 :: 14,4 = 1-8 ,; ,. 5 ::: _ I • .5 = 1.5 --= I. 0 24, o FSF TO FUX:C -:: 3.0 z.,. O P~ f' ,a -.5T~EL BMS. zo. 0 P-6F FART. 50,0 1°6r LJVt:: LOAD I oo .. o PSF co~1o::::>R ~ J...Ol:3131£:.s I • •• NOWAK-MEULMESTER & ASSOCIATES CONSUL ilNG STRUCTURAL ENGINEERS BY :I~---· :)ATE IQ/ 84 _____ PROJECT -------~U .. ___ 7.QOO.c......_ ______ SHEET NO, ___ ) ______ OF ________________ ··--··----··---LOA.PS ·--··-· JOB ~.,o .. ---8±--1510. 12::'oor-LOAPS: C.CMfv"SI~ f:;.'a:JF'INC. H/ ~JZAV!=L. :: .S.6 PSf 1/z." FLY H COP = 1 .. 5 z,._4 6TIF'FNE::f:'::S € Z:4" 0/<- IN'5ULATIOl\l { MISC. 11l=GriANIC.~t EW:CfJ::::KAL <SPR'IN!<L.E R<; C~ll.JNCi. FURi-iNS e 8' -o''0 /c FI-COR 1-0AO~ : a2. 1-.~/\<SJ: -sP.ix:es FL..CX?R C.OVr!:RINGi l 'lz.'' 1-1. l,{f,, CONG. 5-'s ,; T4 G P.LYNC:O.D -n~u$~ Jo1~-rs @ Z4''o/c. SPRINK~~S MECHANICAL. t EU::C.T~IC Ci::.ILJNCi HI ~~Ll-AN!:='.OW~ = .7 .4 e .2. p-sr=-· ,o -snFF. ;::. 1.s :: L 5 = I, B -.._h.2,_ 14,5 P:SF TO FLI~N~ 1,6 16. o FSF TO Gl-lJ-LAf1 1:s?!:AMS zo_ o P6r wve LOAD .:: 0,6 : 14.,t = 1. a .. 1-5 .c I. 5 :: 1.5 ;:. ,. 6 "" 1.0 24,0 ~ B.O z,.o zo.o ,60,0 100.0 ca.o p/'761'.:",.J- FSr TO FWX:C ( 3(:7,D) ~ F~F ,o -sfl::EL BM:S. ~,=-PART. f'6r wvr:: L.OAD PSF CO~ICX?R ~ l..OS8U::S eA~,c, ---,.-····--·-_. ..... --·-··-··----..... ~ •. --.-... --____ , .. ,-~, .... .-.-. -· --~,-,.. .... ---_,.._,. .. ---.... ---------~-._ ... ___ ...... --·-'·-_.,.. _____ .............. --··-. ·-~-· =: . . . ' ' ~. . ,, . . NOWAK-MEULMESTER & ASSOCIATES CONSUi. TING STRUCTURAL ENGINEERS ... ·-·-··---1================================== • : BY # DATE 1q"4: PROJECT ---~-1~ _______ SHEET NO. k OF _ ________ _________________ JOB NO. __&J..:J.51.Q __ --------------·· --~oor---.-~t.N6: · · .. --....... -·--···-... ··-------·----... --...... --,-~-·--··---·--····---...,..·~------------r-------. . . . ,... ... :-. , , I CD L= Z4 -(s.1~1-z.s)At.-. z:3.~,. , 1'\,,{:: 6 tt1o=8(f,4..&)~ lfb plt] · W1..id3 (to.o),i 160 ptf ~--= z,~ pli M-= t1" ( Z'3.; ~) Ya = re, ez6 '!:r.f-t . __ 1,_-12.r 18,.ezG) : too. 4 '"':r . · · :·:::~. _ :· _ f-ZS(faa:,) ·· : _ .. . . . . ...... , ----------------------·---···+·-···--·---····-··· --·------------·-....... --... ·------------·--·--···-····-··-··---·----~ . f!-~t~'!!.:-s~· ~-~"!ti~".· srz-r,}CZ'.3,2jC11ts) .. · G6S-,6 IN,+ · j .us~ 4 "l4 Cf'L .s_~ .. -.. -.. ·. . . . "'384(1.f3-"lo1/(1.G6) . . ·-···· --... __ -... -~ ... . ,_ ...... -...... ·----~ --.... . -. . . -. . . ·····-··--· -·-· · · /4i-/J· zo' /e.. )/ L1 .,_,.' · · ___ ....._I~---".--~ . •· ·--.L..v.,l'.:?i. +z.s IZ.,:: -· ':,.~~o. --· ---. --··-···------·--·-·-··---·-----------·---· ·-' --~---· .... ···---·--·---. --~ ·-·---· -:=~ ::·=~-. _-; ~-··1"fi...-·-e ":. . -. . -. . ., . . . -:·:· . ; ::~ -~~ ~~f w.,en~Z16 pJt · · ··· ··· ·--·· · M..: Z.1G ( 1<1.:1')1/8 ..:-IZ,t!l31 ·lt.--ft --r·-. ··--·--... __ .... ·--·--·. --... ·--·--. ---·-····· -.. -. . ·-.. --.. ·----·. . ... --- -, ~: IZL IZ:f3!] = 6t.f,C IN3, ·· ... · · · · ' l·ZG(1S~) · CPce~:J1.z&1) -:c.~~-6 (z16){1q.:36~ rrza) • g;s:1 \l-4 4 . 3M {1,gx.1o')( 1:tCl) -----·-·-·-··--·----·----·-----. ,._. ----·-·-·-···-· -....... ··------· -~-----·-----·----· -·-· _ .. _, _________ --------.. ----·----------------------~ .. .... • ----.. ·t ------0-0000 o ·-----------------····----·--------------------H-·----------"-•••-~•-..... ----.. --------·----------- t . ----...----~----· -·-·····--···--·· ···-· ···-····--· -·~------------.• . •• -· ............ -. -. • . • • • • . • • • t . . r-. ·. ;--. ~ --. •, ••• -·-- ----··----·· ------·--·-~ . -·-. -~ ·--.. ------·-·· -·-·-----·---· -.... ~ ·-----~------~--·· --- • • {Llteo) -~ NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS BY~-DATE _JaJ..ij__ PROJECT _ __t:ai,.__1 _,_7=oa-=-o _________ SHEET NO. _a_ OF _· ___ _ e«,( 13'.~m~------JOB NO. 84-IS) O . ··----t&e.;-Z, 4-t~) .. I·· ::Ca .'4-1.-' \O'I. i'S1· ... -···· --· ---· .-.. ·-·· ·-·----· .---.. ---····-· ···---.• -·--· .... ... . .. .. . .. . ... ... _ e,a·( I ,(_ :2 3.$ 'fH: Z.6' ·' \ I\ (.µ.: -Z,S(~.o)-= tto H-= 1"3. 8 i.-,"'1' ~: l.6 it-\:' -bz 1z(13.~)/.(t:.'fC1.-z.s!]-GS.Zn-t3 :Z:= S(;o:r)(.15J't11ie,) ~ 767 IN.f / ', ~B'\-(\:1xta3)(tS'3) .... ----·---------·--·-· · . i:::'(3-Z:: ~·35 1"\.,l:-\-z.5 A~ 4'38 .. --Li,·:. rz. s [ 16 tt6'l~ ·• 4 !Qt ---·:· ·-..... f!:: ,. o" ~ M ..-6 L3 ic.-{-t -6= Z.tf-6 II~ 3 1:,:: 34-10 I~ 4, el3-:s: <.t-.o=.16(.,1:71,):= ~'l.6 ~ :.i._.,_ ~ .<6(. Cl'-).: ,U ~~- .. ~-,. . __. ~ -·-'. I USc s 1/e x -z.2 -z:4f"-Y 4- .... -....... c...: I.S R't- w ·1 k-WI< k·J;·~-; -io• ~- .. i:.~~.~--86."' ~: 10,l~ ....... CA!:.c , D, O+t..: .{ J../l8o ,6,) ! -= 664 IH 4 . . . -------··--·-MC' l.6(~} + .sz(si1/.z..::. l4..&k'.~ CA~E 2 o-tL, 0: " ./ -:s M•Z'Z.j -.::> .. 4t~-" ~o~a IH ~ 4. a6"' n : . I USc 6 ~ .>. tB ZAr::-v4 :c~z~J,,./1. ·_ ...... .e;;00 .J.33 ... 1:--...!ot-= .. 6tt1_,l':f .... ------·-. ----·----· ---·--·---~------·--····· .. ·---~--· ------------~-=1/.r,---~;--------· -= · /A.Sr!= ":!> 90 ~-:: • 51" • NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS • BY /A _ DATE Jo/,@4-PROJECT ----~.lL_7~ _______ SHEET NO. _4--___ OF . gct2E 6,t;'..At'L> ___ -----~~:;:_'f'-----1--r-f_;...;..... _________ JOB NO. -8~!Sl0 _____ _ ---·-· · ... ·-g:5.:·4 : . ./_.: 35' -n-\= zo"' A~700' uJ~ , ol [t?-tl~l= ,S6 l'\-f . . -. . • ••••• -• -----• • ...... • -· • -l ". M.i-8&t·r.. ~ z Gf~8"' US:: 5 1~-ic-ZZ~ '!.: 4SGS 1N4- c_., 1 '/4-.. ...:S-34'3 IN3 :t:.~ 4/11~ I~~ ,(,_4ZO' A: ztJO (--t"E. • --·-·. ·····•····· .. . . . . . . ,.·. . ·; · w-= 4-(s~Y= o 1z, "1 _,./ " F= lU4)(-:so) = 1,-,3 :t 1'-~tt M ~~ ~ z::sz( S)· olZS ( 011/z. » /4.6 ~..,. 51,4 IN=r. .. -----:c = °418, IN-4, .. f'B-6 i L• "3-:3 ... -r1.4 :-U, , w,,, • S6 l'l.f' M=-1&. -z ~-(t -6~ "30G IN'>· .... ... !.. :j1tl45 ... IN IC e..z .::r.z.+ 1 ~ 31~-'fl311z Z4J-C-Y4 :t, .. 6'U 1N + C.:z :T/4" . ,_ ....... -. ····-------.. -----··-·---------... -----·------·-'"'-, -----------------. -....... · --"·.f'-------·--·-------····---·-. ----. -- • NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS • BY~---·· DATE lc7(8A:__ PROJECT ___ --···--~O=-------SHEET NO. _5__ OF ···---· Pa.: 12'.13-, f1c= 4.6-Z.I: . ~ L..-= 4. 6" i::. . . . . . ·1e. . ~ ~ .s(.1~)(,016)..-. 8 ······?i1.-: ·.at. CA¢)! D,0-1-L..,O ·--Pf-· B.8 t...; .. .e.J(t,c= i. ··_:· .. :r:::: zoo.i .·.--.L _______ C.~t! z.: 0-1-t.,g_o-l-C. · -H~:::: ~(a.~-Z)C-z.'\: 18.E. 1'-r-r -~? $-.,-,~~ 741N~ • .Cr<ct:.I ,; l, c,sg '"' 4· (/.It -1.--z.) TZ/5-8: ·ft -=. eB-'- Pi c _. f.6,ZK F\ l... 4, 6-Z..'° . ·<.<.,p .: w c .. ot,) '." .~z.'~-· _ (..(, L. ~ .3 z. k:-1 ( f:3 0 = 5Czc) C .,016)~ L, ~ f''3'--= (. 6"' ~..OOE \ -: 0, O""L., 0 M .a Cf. ses i-.r .. .t: -s 18 f lN4- '~" .... i~::rf_,__ _______ _ JOB-NO. _:.tz_t:_1$)0. ~= ...... --_ ... ---·· --~ .... ----·. ·--·-~~-.-.... ----------~---.. - . ··r . . . •. • . . (4$1:: Z ! o, ~ 0 & .. ,,.t\.;. = c) Ao C~N.,. ::' '-z5 f; L k le k ,,. k Z' ··-- ••--•M•-• ·-· •••••• • >\ --· \ \ ,,-\ ---;_ \ 4l,:$1:! -z.: b-+t.1 D,Q+k . ·· ··· ··--····· ···-----·-·-···:.-M.:.· ·3.z·c-,) +·~ ,4 (~1~ • 4a.·11'·f°1-. · ·-···-·--··-·:.._ ........... -· · ·····-·····-····--· ·· ····-··-···-···· · • ,r .. ~ ~oo ,144 I u~ s''e ~ 1.q.s .z-4~-va '!= ~1l·671N4 C.:o• c.A$c :;s ~ Pi9D • ••• • ••" e ,. .4 I::).::" • 0 .3 • •• NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS BY ---Af2---DATE __ .1()_/..a_4_ PROJECT -~ 7 tJOO _______ SHEET NO. b OF ·---. ~E.....afL.e'l.!7-_ --____ u"-"U="'-'--'--r'( __________ JOB NO. a+-161.Q_ ---··-·- . ... .. ·-·--···-·· .. ·-·----------·---.;... ..... --. .-----~--,'"'--·~·"-•+---......... ----.-1 -· --..,.. . -_, ........... --·· ---~-. ----~---···· ... .. ~(3-<{: .,(_;: S-3" 'ft.I.: 14' w-= L4{1t-t16) • .451'_,; M• Gt.3 x.-(-t ~ t4-6tl'l"3, '!..:: '3Z-II , 11-4 4 e'~-10: ... ~-ICI( :· U.,~• 4(._~I• ,064 .... I,. • j:lf · v,.,i...-. ~+ fi: ies-~ -·---·--·-·-·c.vd 14(..c:716)-;zt_ -·--·· r. f;,::,= fjL."' :5.il ~ o-= /=:sL.'" I. 'Z. 0 tt.. Ct6E l : P t Qt!-, D M:: 8',1-z."--4 CA6f:.'Z Dtl.1 P1DtL -M -2 l 8 .• 3 "''i:,. S.: I :µ~ b11a "' 1-11~~~~~4 -r-3f6..,. ,N.1 · · C=-\31f11 fi ½ X I I I · "Z;' --·· t8 • f; : . J, I A I). w ee:~.1. l .. -""~ S'-·----·--.. ~-= rz..L1r. f"'/'3..-s.cr ~ -VA :1.z} !.: 11$11'14 -r. = q<f '1 ll'-14 "'"ta I~ s'~~tti~: z.4~~s c~c::," .... ··-:-·· ..... · . Red\:· ~ .. :55# -rt.I .... '" , w.: 10(161161-.3z'J( ~-= s.," M-= 41. 0 it-ft ------··--~~--·· . ~~ l46JN3 -· .. ··-----·-· -.. - { _,f / I !Jo Z.w"l~ 1:,::: z, -n.g 1N ~ e'5-\Z: f JJst: G1{e ;c l4' ''t. !4F·Y4 t.-' 3, "~-a ,r-14 C.•I'~'' ·---··-----· -... ---·--.:t=~' . --··-----·-·-·--·-· .... ----·-·· ·-·---·· -~-----· .. -··· ·---···-···--·--· . ··-········ _ _..;_. ____________ .... ______ ._. • 1'1,-\;:UJ"' ~ .. zo( l,1>1z) • • .56 11.\.( f!: 'l.8 t M-= es.s a:...f.t . '-5-'3 43 ,1'4 3 _,.. __ H ______ -----· •••• --~--·-- 1..-"1-714 ,.,. 4 ( u:se .s''e~.:zz'~Z4F-Y4 l:::-·4.~ IM .. C:i j3 .. ~ NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS • BY~ I DATE _J!:J.µL4--PROJECT ----~Q _______ SHEET NO. 'J OF ____ _ ~~"lr:r:2". JOB NO. $4-1_5IO ___ - r I I , (-/ ) lZ'la-13: .f.::r 35,' \r, ,ii"" _.., I ·. --· * 11,-1;z-z/ u., ... z-zl 1,-+ 1 z)$ • 62. ti.f M" c::t4.q ".; ... ~,. 3~0 IN3 "t...-67.f3 f:;_ I t-i 4 t. pp$ 4 lzo)(.c:>16)=-I.ZS '? t Pv 4 ( -zo) {.em.)• • ~6" 5 Z. '4 . · .... · . .u,r:r" -z.o(.. .. Olb) • • "3Z "1~ 66 f'I · -~------· ··-.. -·············-·-,,; -·-·z:o c~c,rz.).. • z4 t1f J,.. . .. -....• --.. WL- ... (..1/J C~I= \: 0,0-1-L: I \¼I= 51/8"' Z4 Z:4r ·Y~ t:~ S'it1411.f C.:. ·1~/4 ti --.:f,f.:--z;: 51:-r1"··--···--::-·-----~----------·--4--------··· · ·----------·····--------··· ··· ·------~-----··-- -:C.-= 8~CN ll • CA;$!=' ::z. •. Rt k. o ~ M:: S7. t: "~ .f-/lfla~. )···--.. t.i:-·31 1c:ta,w+ CA:sE' 3: D,B 0 Ao= • 81'' _: __ J~ 5~-<Zlc:i~'t~ _ '.[~ 3,~SS!N4 ,-.. NOWAK·MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS • SY /~(> DA TE _JP/fJ '°i PROJECT Kczt..L ·-'-7~0~0=0::...-----SHEET NO. f? OF _____ _ 12WE ~-6,. __ --------'~~-,y JOB NO. e..+-IGlO . ' ·----·--· .. ·-···-----··-·---···-·-· ...... ---· ... -------. __ ,.. -···· .... -----....... , . ---.,. ........ ·-----------~---.. ----··--·· ·---~-... ·-·-·· ---...... - !ZS-16: £~ 45 .. ~-= zc:r' w::: • SG j:.\f e-= 1-z.6 "1t.-A M= 14!,S ~ '5(,t IN.::, ,t'/titx, ~ t3. C ·,:_.a la 13 I ; 1\.4 4" --. ~ .... ~13-11 ~ (JJ: LS(l~-t-16)-= 48, pl( F-= 1-Z •• 6 ( 3 ,11.,.a) .-1A .4" M... ..os(4-o)1/a-+ ·14.4(4oJ/4.:: rs4 lf.-f.f ~ Gib. '"'3 1 u~ ,3~ >-'Zi Z4F-Y4 c.·1 iv4 ·,, :X.:-1~,01111-44 F ! w A I I h . 4o" l'-e.: 1-81 . _ ::t-r7-ze < ~.as){4014 -t f+.+ (4 ai3 J = 6144 a 1N 1 -!.<> ... 1~(-z.-67) L 384 48 .--------,-------- ---·--·-·-----· .. ~-__ (_ .tl <eJ:. .:z.33) ~6-\S ! . .l:. 3!5 11,-l:i: 1"4 wa l4 (. 16-t U:).o: • 46 ~1-f M..:: 6.::t,O fe.,.( ~ $,,. z-u, tN:Z ! "" "3, 83 b IN A rss-''3, L~ 10.S' " . p..r ~ te·I'-1 f-Z,l. . . -......... -1 u~ ifs~ 21 Z4~ Y4-. t::c '=t, se11Ht <:..:: I~" ·1 ~ ::P6 " Z L Z:4 r-Y f !.: 3, 'tSS 11'1 4 c::. « ) ~/4 l'J .a l().S 1 a -n• • '"'"--·--------·-•••-.._,_._.. •-•--··•• •••-·----,.,-•A-••• ---.-·---~-------~-•--·1-•-••• ·M-rz.6C10.5V4 • 03.1 "°· -·s· loZ. ~ IN "3 y, 6:3 r. /4t,q'A ~ !,SU.:!)• 51-31t-13 ... 16!5 1:~'", ,z.6(,o,S>1J rn-z~) : '4.'\-.\ tN 4 48 (t. 1 }(IO~ )(.1) r u~ sOe" 13.6 .t4i<-Y4 l'.:• 1,os111114 Cr.o .. NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS .. -·--------· I==================================== •• BY ;I? DATE u/B4 PROJECT ----ll;:::,,42"'-' ~2L..Jmo""""'""......_ _____ SHEET NO. q OF _ __________________________ JOB NO.-~--- ------------------~--~·zo= .,l..11 Ao'-o• w:: -u (er-~ l'3~plt Zl6 -. . ~ . -.... ' .. ---.......... -·----.. . ..... -----· -'1 .... --·. ·-·-· ... ----·· .... ··-.. --... --·-· . M ..-.. 1~q (4011 / S: Z1.i t-~ -----------------·-·-----------·--·· ... -----·· ···-·-----··----·····-··-.. -·--··--·-------------·-·-·--·---·-···-··-;_,., •••• . -- . . ·-•• • ¥ .. ---·-···· --· . ·------·-·-··------·---------·--------------------- --···---·-.. --· ----------··· ····-·--·-··--------------~-----·--···--·----·····-· -----·---------~------------ ----------------·-------·-·----... -------...,--1-,---------""T--... --.------- ---·---!-, -·· -~ . .:. . .f .: •. • .•. ·.·-··--·""--;~-------·· ••.. !, •• _; • -·-----·-· ·-----------·-------·---··---·-·---·---.... -----------..... ····-······-··. -------·-....... --···--·--· --.......... -. ····--···· . .i • • • . ,. . . . . ... -~ . . . -. . . . ~--. . . -. . .... i I . . . . ·--.. ·-...... NOWAK·MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS • BY 146 DATE to/B4 PROJECT _____ l'oU.-_ _,____._7-=a:Q~-------SHEET NO. j O OF __ --------------~ JOB.NO. ~~SIQ_ _____ _ . I. . / , .. , r+- •· • • '· •• • • .; -• /,:· -· I f-{ -· i ii . rj..et,tr J()~ : -\ \ f1:r 'C..o'-/-z,.: I, 0" . / '<., .M~ 1.0(6}'+ 1-.ot1C1.;'3~6i1/B ~ J.,6 t< .. S,,..-= 15,'l (J) .t.• 6' e rN-r.ee10~ _.,__~z [.,.o +,ct1~~)(0>1 lz..-~', A~ .. 19,--6 .,r---~:--~~:~?: 11:: :: t f¥ Z</0 el&''<>(,:. . --------~ - · __ -_ _-_-_ _-_ · . ~ L6 "b. e. co~e1a,e.s '\ .. ~ _· ~~=-~ ~--· -. ~ ;·~:;~;~ '( tz4):: f66 .. f:,I; . ~ Z >t TO ~ lo . Of~ --·---·-·----------------·---..... . . ·----··------·----~-------·-·---·-.. ·--................ -. ·-·--·--·----------.------- p .. z..atz,. f.011. ·M-1 l. o ~1c,) / 4 ~ :ct1(1 .:n){lal't/8 '!--z. '{.$ "'~ -6 .. ""' 'cl., 28-3 ,,_..3 v.-(t.o+.on(1.J1)(to)](-i.. ,6!, A,..:qa-10 .. 111\ii.. ··--.. ··--·--·-·~--------· --· NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS . • . : . BY # DATE ta/64: PROJECT --Pl<a .... W..---1-7 ..... tXY--.<------SHEET NO. I/ OF __ ------~--------~.~~-------JOB NO. _84::"j_filQ. ___ . ··---·--------··-· ···---·--------··· ·-·------·-·-·---· .. -·· ·-.. ---,----- -·-· -· •• .1. ·-·· •••• . . 11 gp' ll I Ni.Ee\Oe' . . . . _ ..... _w_~ -· :ze~4.)_~ .188 .. pl.f A"' s{te~J(zo.f(1ize\ + 1eoczoJZc1zJ ···-·· ·"384-(1~z1xro') » (6.$8 ic10 6 ) · ·· ---~.i: · .,_t!J " -~I -o • ,,,,, ,.,. · ---· ·· . ,. • C1 ·1 • :36 . • • V ..._, ..... ----------~ 16'.".'..T.Mt:A CZ:tct:>F) ~-Z4 110/~ ........ _ ~l-= IZZ:1 -10-' . I(. 6,Gth 10' _______ ... ________ ,_____ ----·-··--·-~·-----··------·--~-------·· ___ ,.. _____ -· @ t.~_7:°'~ , ~&1 ,. ~ ll'i1'£e10~ .. · ~ _· ... -:--; \,. 11 ),-~-,. _ -·--~-~~=~~--~-~ 6~q~~-.: .564 ,=,lt _ .-: . ;._~~-:----~=-~~. ~ ~--· \),....:n...,.\:6.:.;.,-E-...,;..: _-93--,-,--:r-11-,-4-~z-,a::71""-:)~·.· ··---·-,,-:-~·-·-~~,I_ L. -~ ,~8 p1r--· . •JC) ······-........ ·--. . . . ......... . ·····---·-'-""' 3l. ~Tl".3 r;; -r ~E(v ·--. -·· ... ' -. ····- ___ ....._, _____ ___,__·------··-•H•·----·---H-·---... ~--·-••• 0•.-•·----·---------·------·-.. •• ,, ______ _ . . . . =-~.: .. --:=· _ -.... · ·. (1) :t.. .. 1-0 '· .coee:-11:,0~ Ii H,i:~1oe ,. , \ -· \ : ,/ \ \.'....· c ·.--~-~--· ·~. .·.UJ-~-.. :4(1Z4)t'3(q4):c 778 ritr /.'!, 1 1~:. '. \,; ''J · ..\ 1-• M~ "'38 • .:t."-·f°.f .-1 \,,'.' }1' ~J us~ w 1-z.."'t(j ----·· -....... ·-------------,----·-·--·-·· -···· -...... _ ---.= .... ··.····-·-·-····--·-·---·· ·-·-···--··-·-·--·--. , .... , .. ··--· ... • .. -•• , •• • I ' _ .. , :_ ... : .. ··. ~: .·.: t.·J\'~-. :· .:. :. :.. .. @ f~ .11,, ~ B.31.t.ON"{ \).. .. · .· . ----- -. . ~ :_=:~--~;=~) -r -Z.1 = 5'2.~ F.I( ... --·.~·<::.::~~fuse:· ~~ 14 C*\... ~ I .. * --·-----· ... -... ·:.· .. _,_.;_~ \) (--~-·-~---:-i;-·:i -\\:---·--···--···---·-·-·----· · ;.· .. :...;.: ... :'. ---------., .. , . . -----·· ·····-·-- @ ,,(=·r~)·····£ f3~0NY .. ·. . . -~-:· :--:··:·.·: · · · --. . . w .a "3( \Z4) +rt -=. ~q', Ff.( -----1 ..... _ ---------·-·-----·--·---------·-----.. ·----·--·---------··---··-------·---·---------···------- ----. r--·-------~·~----·--------,--~ .......... ·--... -----··------------,_-,.,-,-; . .,..._ . .... . . 0 0 oO ~ ... -. __ .,. __ ,._ ····---·· 0 .... •• • 0 0 •• • 0 0 • ~ ... ;.,. • 0., 0 I" o O O O ... •• ---· ...... _,._,.. __ ---••-............. t OH .. • 4 .•. • • .: -------------·---···--·· .. -----.. -·····--. --·· -----.... ________ --. ... -0 ---·--.--.. ------·~---···--·-,_ ....... _, _____ ......._M_ o•M •o• • • --------· NOWAK·MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS ···-·-·-·-··I================================ .: t, :· ZMo ~1' -········-··" ••• . . . . -~-.... BY ,..l-1. DATE tq94: PROJECT --~::..._~j~('Ji..,.0'-"-0.__ _____ SHEET NO. /2 OF __ 7'# l::)L,?7Tz; $C:6M,S,...,.: __ -----·=LQj.~ JOB NO.~-1610 ···-- .. _ ... ·····----·--·--·· ·-·-·---.--.. ---·-·--\ -~-----·-·--···-·"-. f-1 ~ . : ...... ···-·-· .. : ~ ······-....... 4 . ("'-··' ..... · •• ' ···-··:_;.._ ..• } .•• ·-••••••. ,J \ \ -l . . . ( 1,,35' ,.·'. \ ~1./ ·(JJ ~/'•' I • '\ 1 _) - .,, · 1:: 7 ~ '( i ' . ' IA V"i l" .. Z. w 1 -<// ' , \1 ___ , ·, :,\ \,.r) { <. J. l ,' ·( --ZA-S M T-: • !:, lo . ) \ I • • • ..... . • • • ... ··-.. • .... ;7(•· ... •·-··--... • • . C'" .. u.,.. i C 44-+ -~&so))·* (!JJ. 70Siol+ ···-~i::.· iz'.3i ' ic.-(.. . M• La .. ,.-s . . ~ -IC,. ..!,._,S •. 6 • ... • . j • ····--..• ! .. ~ . . . C~~ z.~ D, ~L . • ..• 1 -. ~ • ------,----~---------·-···-r···· .. ------___ ...,,._ .-·-----------·--t--:---·----,------·-·M ~ .t6-'a"'·rt.. . .... . . . . . . . . . . ······--·. ·-, ............. ·-·-'-......... .:...i •. , •• -·· ,:. :r,_, cl.c-\,O'\b tN 4 c.6oe 3 : ~i.., etL ·--:-·-·rzaP1~:. :s:;.z.. ... · .. · ... ··-··· ·-·· --~---· · (· ~ ~.rzr~i-z:···~-·--· --· -··· ---~-·· ·--~-·· . ~ . . -. ;.. . . . ., ...... . : . :.. ... - • 0 ~ • • • • A • • • • • • • .. 0 • ·-' . :-.... . ,.,,_. ·------. . ····· ... --... ,_ -·---·· ·---.--.... -----·--··--··------~--· --·-------·-·--~----~ ·---.. ~---·. . ··--·---~------- NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS .. ··--------1================================ • BY ll-t DATE W'S¾ PROJECT ---l<<''-b 7f)QQ SHEET NO. (3 OF _ n- fl.4\:2C SCZM~'---------'~l."'T't-------JOB NO. ~4:-Jg=lO;.___ --~-----....-.· .----------·-··------· --. ---------------. .. --------------. ,==--3-:··-.: :·· , -----~--4· ., _______ ,_._....,___ r-S: -----------···· ----------------------------------------------------------·------·-·-- .La_3$.' -~ :: . : · : ~ -: ··_ . . ... .. . . _ , fk4-=·w.~_: ___ ·_. -:. :· ~ :. --. ;· .:····. : . -. 1'.Jf : . . . ... IC--: :· -: - ---:~~~ :: r:iiJ ~-:~:~_ : ::::~ J_~z~t ----~-~;_: ----. M.: I 54k--f'-t /12:_4_0 = 1,6~-:i:~~ ~ s (t.3s)c:33)fcn-z.s) == 753 ~N + 3 a 4 c zq...._,~Jc. t.,s) ---_ _____, __ __,_ __ . _____ .__ ·---·--~---.....-------:--r·~,-----.. -r---·---·-··--------... ~ -,. .. . . -. . . ... . .. . ·-. _, . .... . .. : ' . . ..~ . . . . . ·-. . ._ . . ... . . . . ..._ . . .. .. .. ...... ' . ,.. . . . . . . .. • . •• ---·-------· -·-·-·-· ... ~------• -·-··------.__ ....... ...--i-,.. ______ ..,. ---.......... -· ----~ -------·--.. ---·----.............. --·---~-~ __ .,_ ---------·------- . . : . . ~ . . .. --··-~ ....... • f • ' .. I • • -, • • • i .. -. . . -. • . . ... ----~-....... ------·--------------~-~ -. ·-· .. -... ---. ·------· ·-----~-·--·-------~ -·-...... . NOWAK·MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS ------------I================================== •• BY 41 DATE 10/B"r PROJECT ~ :z~ SHEET NO. ' I+ OF - f'-l.aJC 3~tM¼ ___ --------"A.'l1Tf--------JOB NO. 84:'ISJ.Q __ _ ------------------------------. -·· . -·· .. ·---. ·--... -~----.. -p-_ ··--·-.--. -----. ---··--_ . ·:-·-· -· . r"" ~ ~., ewe-$" .: e.:301.. " ;:; ~:!k 5~:=~---·-. J., ! w k,----,-k---,k...---rk-k,......:'.t A ta' ?:Jz, ~ ~ / ·t? •· ,-451:.---· -· · .. ·-,\ ... :..:_'. -------_ 1/-.. ·--~-----·-r'"Q""""'-o. 7·--. , · ' , t/-. . ~ \I ./1 :'\ \-. ~~== 4,.819 / ' . 1 \ "'.• .. -.J t'> . 'r:· 'i (-\ , ] \ c-• ./ : -. -. .. .. ·----.. .. ' -..... ·-·: --··---·-c46t!:·· n-··-7::rn:;·r.7- .Lii.:::= .·1 : . "("'1,. Z.3. '1 J'·ft ~e--z:·o;CEc--------------------.... -... ·-···----------- !!. V ~::: -z.z.. -a -,_ ·--·----.... ... _ -----t 'f7 . ·J> .A,e~ ,.,.. ,~ 1 -------· --·-·· ti·· ... ~~~ Cl• "'T..;:t ..i...rc,.: '-"O IN • --·-·-····-· .... f .. . . . r·-·-·····---·-· · t__:__..:..'!_~_fr.S.,.Q 0IN~-····--, ..... _ M~=--.Z{Zt,AJ..E= . .4f=..~I:,.(+ .. ------------. . ~ -. ---·--. . ....... ·-. ··--·-·-·-··-... ~ ____ ._ ______________ ..,. ___________ , ......... ,.,, ___ ~·-·--·-·-·-- ' -. . ----·•·· ..... -. . . . --.. -. ------------------·-··· ----·---· -----. r -, .. -;·· --... -; . -· -··· -· --. --,:. . ~ -, . . ~ ~ ~--·-·· --·---·-• !_ ,--$r;'i.._ 1·-Q ' . -· ,- -·---·--.. ._ --..... , .. ________ ....._ -------·---------------------·--·-----------------...... ---·----.... ----·--·-- -~-·--~ -: . E:S :· --~.:~:· .. ~--~---~~~:::.-:· -:·.-:~ .. _:~ -: : .. : ~--. -~-. . . . .. ., . -· :--. . ... . -..l• '3'3. --.. ~-;z:--.;i·1~: · ·: ... : ·: · .· • •.• . • • .. ..,.. I I+ f. • • • • • • • ,---··· ----" .. '.,.. :: ---. . . ,--. .. . ·-····--.. ··· ----.:. ·-·-·--u; --r4=t:o~}~--,z ~--~-· -· __ .:._:f ___ L __ _ ·:-~-:~::f --~ .. oz . . -. . ~ : ----I.ts"' R: f c:t.0 : - . ·------,. ... . • IL/ $'\I '·. c:.-:,tl( . ··-·'··--...... UJ1,.. Tl.. .o 'Jl,1S, , -..,..;> ----·-·-· -----------·-· -·----·-- . ,C:.-Ft . . H:r 151· ... ~ ~ · ·' -.. . . . . 4 -. A . : -_.:-t, ~~(..1l!$'Lb.~~1-~--:b..4L1M... ____________________ , ______ I-U~E .... HZL.4.+,-: ·-·-·-------•---····-:---·----... -. .-........... ________ , ___ ; __ . ·-·-·--.:. -----·-. ... . . ... . . . ,---... ---................ ~ ···- -•· . ---. . . ' --·---f-4 -: _ ~-·-:F-G-~ _______ .. ________ · ____ · ___ --·-··----_ · ____________ -____________ · __ -__ .. ·. :w~_~(~ot'll-=,1s"1 ~.: · ~ ......... .: t'tt"" . --~·:·;: · · · · · ·' . . -. : . . . . .. . . " ---------.L-..... , ________ . ·-· •• ------· -•••• -·-·-· -----··---~ --·"··-.. -··-·· ----___ ,,. ---.---·-----_. __ ..... ._~---~--~-·---•• -•. '. --., NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS ... ·--··-······-·1================================== • BY LA DATE tq'aA PROJECT !401 L 7COO...__ _____ SHEET NO. IS: OF_ ~ A,4?f?' f:5,t:AM,$ ---------~\l[C( JOB NO. 8'4-1§10 -----------~ ··--------···---·--------------· ----. . $cqi£• . 41-3 Jt•l 3 ----·---··------·--··--........ f:--·-·--------·---··--···-·r··-·-·-· -·-· .. ··-· ·----·-··-··-·------·--·-·-··-··--·- {.( /z,4.(): 1.15) 1:v~~~ 5(.;.54)(-SS) (1]18) · .z. ·3.91~N4 U:51= .W.18 x3~ · · . ... . -· .. . 8 4 ( '"1~ oJ)( I 7 '/ · . . . · .... . . .. ~ ,. I • SJ . . . . . ..,--------·· .. -· . -. F-11: . ---·-···· -............ _ ...... -------~---·-·····----,.-------···-···---·--·--------···----·-_,;__. --"-·--· . -.. . . -;LC 35 I ~----~:::~~~· _ :· ~'. .. -n;la 13, IZ~ Z4 7o : . : -~.:~·:tf::~·· · :: . ··· ~r:r rs(.044).r. .s1 ~,;] l4f . -·-.. -··--. . 1.a; ··--······-.. .. . -z./ ) C ) AA ll=lf ---.--------···--ui..-=-1--1\,._.os ,16 -z .-r:1.... .. -·-·-··· ..... _ ~---·---·-.. ----. . ...... . t:1~ l~t 1'..ft_ . l~-.. :-: ·: .. ·.·· . . : . ... 4· -· ... . ll'Uf~;.:".1.7 :;) .. '!~}.\:; 5 (r.a,){3s) r11zs) • 70G ll" 4- ·:··.~~·.:-:.: ··.· .. : ·· . · '384 (zq~co7'} Cl.7.S) ------------.,_, _______________ _..---·--·------·--····-·· ---,---------·----· _, ... _________ __ ·+-,--- F-1'2.: '. ....... , ..... '.. . : .. -l~ 2,5' . . . : . . . : .. ~ ......... . .... ..... .. . ... --·· -__ :tkt.::. -zo·'·--··----· ....... ·---·--· --. ____ :__.. . . ---·----.......... --------·-·-·---.. -· . . . . .... -... . ·-. . . u.,o:r: ·-zo(.o#) • .ae, ~If 7 L: ~c .,,r · ·· · ·. ~ .... ·::: ·· ·::: ·: ... . u.-1-• wl. os)(..,) z ,60 ~If j "To ,..,,. . . . ; : :·: : .. : : ~ : ~ : . :· i-1~ L:4sc3sJ3/e, = zz,~-r.t _______ ..... ~.ia ---1:~~==· sc ~4a)(3s)'ft"za2 ............ :_~es.,~.+ ..... --·---f-~E ... ..;.1,_~_z1~_0:z.:_~ · ·: · · ·. ~ :.~.:· · . ·-:·-~·:·: ·--~.. ··-... -. :··'384-C-zq~0=1)l L1~} -, . . . . -·.---"'.'.: ..... ,-. ·:··-·:·~·--·· ·.~.-:. ..... :-~ '. .. :-~ .. -.... ---. ·----·--·-··-····-· ·---........ . . .. --· ...... ~. ---... -·-----___________ ,...._.. ____________ .. ---------··. -·-- .. ··-.. : i • -t . . . . ... . ; ' ' . .. . . . . I • ··--·-........ _... ··---···.. . . , .. ,_ ..... ·----.... --. --· ..... ..,._..------·-----.... ______ -------·--------· -_, -~·-... ~ --.., .. NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS BY ,IP DATE to/fi4 PROJECT _-fL?J..1-... ,.,.___-,..,«x:!_='---------'---SHEET NO. _lk__ OF_._ fi:4"2f<! t3$M,$: ___ ------,--4 ... .,,IZ'A=-../..ufu.rf..,__ ________ JOB NO. -9..+J5lt2 ______ _ ,, . ' .. -·-·-.. --~ .. f-r~ :--: · ~ .. ( : D-tL, D .. --·-----------· ;:r-j'"" ····--·--··-···-·----··-------···--····-·-· -----------··-··----···---···----· . : -~.:=·~ : .. · . + M-" ZZZ4~ t ,6~~.: l(I 1N 3 . _ .. ~~-Z.S,1 14 7-;,:·--.. .---,· -~.-:\ . : ,,:·· ·,,_ A6Z 4 ~-12-lf.c-,1,:J ····-~"'-.,, IN __ .. --. ---.. . -.. -- ~-r---·-,:. ··o ·-.+L ----··---·--······-· .. -··· ----.... -.. -.... ' .. . <.....~. c;... ',,___.., -• ···--·-·------· ···-· ---··-·· ... ····-------··-···· -·-----. . • f"l.: ·\ 4. 4 1~~.f'4 . i~~ ... 111 IN 4 ---·-. --·--···--·-· .. -· -·. ------····-----------.....•... C..At::£. . I : . O~, o . . +M.: i ~c;..., t'---tr . _ .. :_: _·_:_~----~--~ -• · ······-----;7-""( 0~Z~:--:r-14 :. -·-···-····· ···---··· -·:-~---·---·····-----~---[----US~ .w zl~6~------·------·--·----· ~ . • I --·-·-----·--. --~·-·--·--· .. ---··-------·. -·----.. --~--· _ ... ~-------... ..,-------------,------ ... -----·--:.-• .&-••••• ;~ •• -;; :.-... .:..i-... -•.•.•. • •. i .... : ..... : .... ._ ..... : .... _ .. • -• t . . ,. NOWAK·MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS .. -· -·· t================================ ---BY 46. 7 DATE <cz"e4: PROJECT ___ ..r.iKolco~L::::::L=-7...L.J-,au.aAcJ..2 ______ SHEET NO. p OF __ •--·· ________________ __4g__A~~-._...._ _______ JOB NO. _____ _ . ·----., --,------. ------·----------·------.. ·----· -·· ·-·--.. ···-·------------··-------·-·----~---··· - F-14~ '·, \ • .L, z:Y ~ rz .r -::,0 1 ... -n, .. iz-zo £.Vo.f.' ux:'.'. 04"l) :c ~ as "'.r] . Uti.. = .;, C ~ os)C.1) • .. -z o t!Ef' L~ B ld-f" ...... ___ M~·-i"44~-~~-~~---_-- ·-iili4d -~·-·:r.,e~i~f:_:~ro-TK4~---·-------···--·· ··-· · .. ·,_ IJ.S~ ... 14:ZI ~44. _______ · ... · : · _ , I ---=-~--==------~ :-l---•• ·.:·F-\S ; . ···----·· -------·----... ---.. ~ ---L.:!'..._ _, ---. I?.:. -z,... . .., ---····· --------· ~-.. .....,_ ..... ·"' . ~.LP ·-······. -~-:--4---::~=-pt':-----_-.. -_-_-_-_,-.-.. -.-_-_-__ -_-__ -___ -_-_-----····--·--····---------------- ------. -• -I --·· . -·-.. ~ .:·-: ... · wl:).:: -lb(.o44l-+ 4(,cz4).a· .-64(. -~~::r (i~c-~o~1-+ ~C~co)].1s-~ • Gf!J 5 1.z:z. ~If . -----. -------------. ·· ___ :_ ____ M.1 .. I.e,7_"-..;.,. ___________ -............ . ... -----· ····--.... :· CJ.~i.o:~u s) ---.. ~-... --·· ---·· ------., ________ -----------· ----· -.. ---·---------------·--------- . . . . w I • • -f-• ·--·-. . --.. --.... ·------·-···-··-··· -···----~-------··--· ------. ---·--------·--·------ -••• l ---• -••• --t . • • .• ·---------... ---·---------·------·----· --- : •• , •• 1,,.,., ••••• •• . . . .. ... -. -·· .. ' • • .... -• t • ·-•. -- • • --1 -.... -. -· -- -.... ---. ---~---~·-------·-·-------J ••• -----•••• ___ .. --~ --- -----r----------· .... _ .. _,,.. ., __ ... ---. . ---' : .. - :-• .. •. :·:. ... ----·-··----. NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS BY# DATE la/84 PROJECT ---~---.L:700~4---------SHEET NO. 16 OF_ flqzg' Be4MS __ ------'~.Y.lr!-JOB NO . ...a._4::J,Sl.(2_ ___ _ .,, --------------··· .. ·---------·----------·····-·-·· ---··-·--------.,..--·-···----···-···--··. . .,_ . r\,: . . • 'ZS-Z.. ''?l\-4 'fi ~10 f3 ( ,;oz4 i. GC.1)) 4-4C.044 J-·. 6(.os))] . t. .:: I 1,0 . . . ... ' . -. . .. -~ ~·t.o ( .·z.:1G{Sl4)] =-1,4- ~,"'..,.. Zlf.6 IN "3. I ~ 1,.124 ... '14 t,(: H-ZI A IOI ........ _ .. --':-. . -..... -. . -----·----·--..... ··--.. -~ -···-· --. . .. ------··----· --- NOWAK·MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS . ·-····-----I:=================================== •·~ BY ;f1:, DATE lb~ PROJECT ---Pl'-""'t2...,&-1 ~7&,..JO~t:2""'•"",J..-------SHEET NO. -14--OF __ _ 14-m~ SEA·M,~--------"=iu----'~-'-'l'Nc.....L-________ JOB NO. -~.:l6!Q. ____ _ ---I--·-·-----,-,-------.. -----------.... --.. ----· ___ .. _____________ ---·· ----·-,..·--···----~------:-·-· ----·-··· F:[4': , ... ,.L::: t,t::J / i1,4 ... l:3, . ... : ... -. . .. w:: t~ C • 044-4 ... oS(,qz) J = 1.17 1'1.f ··M·;--se:s;c:;rT--~----·---~----.. ··--· ··-·· .. ~:::: Z..1,°31N 3 y "4 '" . . . . . .. ... . (_f k ~~-~~.!_ __ 1:v:~--~ ·14·:S lH-+·:··~:~·.: ·. · ___ · .... ·. : : . ___ · --------· _____ · _ _[. ~ W_ 1_4 J'zz ·.: _:_ ..... :: . --~~ _______ _ :.:. ~:.:... ::~::::·: : ·.~ -. ~-:: ·: . . . . . . . .p . . .. ~~--~~:.: • ;=~~4f;-].~~~;0: .··••. ~ i I 2 ~~~ t.1s'-,~ .•. . . . '1 . . . . --.... --------Pa l<:r10·--· -------·-·-· ....... _·-.... ;,;-'_-_ ------·... . ...... -. ---··· ----~·1:::,.:-1.~1 I'---. . Pr:-~ S .. l ~] ~~ ~. . rt'ai..=-8.'.58"' f'\.. ~ 1' ,,4 . ·: .-... .-... .. . .. -: ... ~·t-t -~ M~-'1,5(4) t ·.attt(~J'{Z.z '8<).3 . --·. ---· ----------···----------. --~---------·-----··-·----··-·---·-------------------- ~Y¼:''4 • 44-i .IH: . . -. . . . . . . ..... : . :· :· . . . ·.1/ZAiJ-., if!. . . . -' . . ___ ·_· ·----· -···-----·-·---·. -;__ _______ ._ .;r:__. eGt:7 '"'"----··--·····. ------------···----·-· ·····----..:..--·--- . ~-~'~"' ~~-~ (l7ze) ( .o:szi (.o~+ll<tl-zCzcli-t.a;4z(-1.s.)(qizo)i Z'flllo3(t.o) · :_ G( .a4ct)(wlq J : .. -:ltj 4. . . ! . . -:: IJ) IH4. . . -;. . -~ . - -----------_____ ,# ___________ _ -----,..-------··-----~----... -·-·------· --····- .... ' J. •• I .... -LI-6-~-. -~---, ,-e,-,..,-3--5-· -...... , .; .. •• l •• . ... t' • • ' • • I • NOWAK·MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEE~ --------------1================================= -· BY ~ DATE lf/8+ PROJECT __ _."'7.,..._(_, __ --1-7_,,,o:.,aO..,.O"'--------SHEET NO. t.o OF -- PAO f<?OIIH4> ---------~l?.4il::r'J __________ JOB NO. __11f-_{Qlg __ _ f '~ • ZOOOpst ~.P .... zooo psf ·v/ _,..1:....---1 -----11-··-----··-------~---.. -----···--·"'··-·· -----------• ---,· • • •/ '_,. 1, -1·· .. -· .. -' .... f-( ~ ) k -frn~.oc.• ,s.1 e F·ll r--z: - . :·-····---~. . . . . --~ ... --- I I ------.. ···----·--·---·-··-··---···-·---------------.. -· ...,...,. -' '/ I \ I '..,-\ \ 1\:,\ '~ / \..- . ----· -· -----. . . ·-....... --··---·---· .... -----------· ------ LJ~= 4 1-3" SQ i<I-Z." TH HI 4-13 5 ~A.-.14.Ai . · et-~ ff 3/4 "q" ~(y. HI 4 -3/4" <P A, 6. -......... -. ··-------------------··. W§E; 3'..o" ~ l\t'?;'' 1'1-1 tA/ 3· u 4 t=A-~A'l .:::::...:.._:_-~~--=-.: ... ·-·---:Es..--·--·-k . --·. . ·-·---. -----·-.. --------· .. ------· ... -................. ·--------· ---·---·-------· ·-·------··-.. ----· : ::-: . :·:.· .. .f'M41~• .ao.o _(~.f' eFS-ZO) . Ust': 4 1-6'7 ~ ~ IZ" 1"H l-J/: . . .. --·-· -· · -· ----· · 4.115 F-A. 1--lA'f. ,-.. ----···· -·--·---.. ____ .. ------------~-----·-.. -·-·----.. --.J• ----··-···-----.• - lJ.$1!:: ~ ~6"' 5d -" IZ ''TH W/ -z-ts 4 E,.A. J,..1 A8 -~---· i-------~---.------.......... ---------· ... -·----.. · . ..,._ -! _._ .. , __ ...... --.:. !. -... · • . •. -......... -• • .1. .......... ----·.-··-·-------------····--· ·•·. ---·· , .. ~•--~---·-·-·--·-·-----·------·-------·--·--••,.. •h•.., • • ' . . •. --... -~ . . . . . . . . t· . ' --..... -..... ·-· • ~ ---. . . . . ! . . . . • . . ' .. --. • .. .. .. t· . -----·--------. ----.. ··---.. -·-· ·----•.. ----....... ·-----. ... . • NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS BY 4b DATE il/84 PROJECT 1'011 JCJOQ ----------_______ ei..~c.rctz/~"L... '6 3' 3 C,z. .q.)-= I 81 pl( SHEET NO. -Z. I Of - JOB NO. 84-fSJo ., M~: .ia,1321.. ... -zs1 u .. -r... L' TH. c.o 14c. Hilu. /~~' , ': ~~2:~~)< , ,OZ.4-w <v ,~· i. J? ----... ------. ~A .c:,z4C~/4o')r .. oo, ,:..001-5'· ~--~1...____ .. , --~·:··,~--... .. , 'ii-.-----... . . . . ·····--· ·······J.-i"{~;---_-oat S(i-z.1( 6 l~ ·· :rr ~-----~--· ·· · --·· rt'l· --·7. ··· ----.----_- IJ.Sf' ~ 4 e 19 "(:Vi:. ( v) •• -· L. •• t-... -- ... 4.e 1-z''"~ Cl-lJ ••• • • >. --• . . --.. ~ .. -. --. -------·----1,... ··-·· ··--· ..... ---··----·-· --· --··--·------···· ----·-·---------------·--·····---- •• . ···-··. ··-------·----------- . ---···---------.. ---·-······-···" .... ---·-··-·-·---------------····· ··-· ---·-·--------····---·· ···-· ·-···- -· •• --••• --1· .. .,, -· --:. ' --· ... ···-.··------·-............ _, __ . -.. " . -'-·--.. ' . . -----·-·--·---····-·-·-···----------. ········-·--·-··---------------·-··-~------•·. •• I,.. •• • ••• • • ----------... r-------~-r-_......._-_ ......,..._..._ ______ --. -·---~----··--··-··------ • i . . . i :_ . . . -: . . f .. " •• • t·. . . ----· ·-----. ·-. ------.... -------------------.,.-..-----·· ·-----,... -.. -. -"'"-•. --·:·--·--··-... • +· ..... 'BY ¢z_ . I DATE NOWAK·MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS PROJECT __ _.c;l<,e,:a,:;.,.l.._f _"'7.,L;eJQ~,.,_'D_.__ ______ SHEET NO. ,Z,. "'Z.. OF __ • ___________________________ JOB NO. ___8_!1::JSJ_/2... ___ _ -·· -.. r-·--·-----____ ., __ ·.-----·--, ··-· -·---··"t'· -.. -··---- .... ' •• • -• '" • • I• • •..,. -· Ef'P.;~$ ~-( M-= Bi. s("z. •el· -=-11. , ,b-+ .. 6 -·-·····----·--··-. -------------- t • > ·------•• -• -I- -···-••••• ......... f ·-· . .. ---t-. ·-· ' ---·----· -····-· -r-----· -:---,·-··· ·---··---i . --.... ---·---J·-·-. ·-. - .. ·-r$r ~-_.,. .,,. t-. 43 ~oe:rt: -~ & "O''IIJ, ~c 4'e'a.JT i I • +~3 e Z-4'.~ t!(c 'lee-I' ~ i '-0! .... , ! "1: .3 \.JOelt. ----------· ··--.... --· --~-........ ·--·------------~---. ··-·· --------·-·-·--··-·· \ o. ' .... ..,. __ ,.. ___________ , ---. --·--·---.. --···-... . . . ---------__ ,,, _____ ---------------.. --------·--·-. ·-· l -· • • • -• • I ---------· ------·-··-------,-------· -_ .. ________ .. . ----...... -------~-·-·-··-----··--------_.,_., ~-,0• ----·--••..,-••·--·--------•• •-• --______ .. ..,._, __________ .,, ____ .,_ . .,. _ _.. .. ,.,,._.-~ •---· ------·-.. --_.,._. ______ .,. • .,.,.__,u • • •• • .., .. • • ~--·· .,. .. • ·• • · • · -. •• -• I• ,. • • -• • • • i . •. •· .,. , -·-• ' .. ,• -..• -.... --............ _______ ....... NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS •. :.·:·: BY-1-·tfb~· ::---DATE lofB4 PROJECT ___ ~7-=o_o_o~-----SHEET NO. L-1 OF __ ---------___________ J:..Arg;gA!,_ JOB NO. _ _a_4:.i§.lQ_ __ ·---:arrqo i· --· ·-----···---· Ps ~ C., 1~!. C.:• • S . : C1" 1.3 -----------~--·····. ... -= 1"°3 . . . . q~ "!.-= IAO f'~ .6(1,3)(r~)(1.o)= 13.~-psf ·: __ ··.:.~_: _ , _ f34'l4t! SH~e: -~ . ._ _ ~ . . ·. ----•~------... V c-~--.. Z37.(:zs ~ ll.';;,~_).::: __ gc,,o "° .......... ___ -·-···--····· ·-------~--.. ---····--·-··----:·-~---····-·-------·--···· v.,..._c.= t6Blts')(~)-= s~.1" .... ,coo \ ' J .,{ - :~:-_-·:_-:·:~::::: __ J : ~f!I.SMIC : .. . .. ····-· ---~-I . : ----·--·\-r:::-·--r1K"C~ '-r--·---------. . . - _j\ (' ,' I . ( J\'' ' ., '-:.,;;_: " ...... ·-···-. ____ ... --·---:. ---··-----. .:··_ ~ -~=::. ~-. : ' y ... '-i-11"f ····-.-~:-· :··~-.-: -·~ · ·z. 1. o •. _·:. . :· ·. ;• ,\~\I ' . r---= -~~t .. .. . ·-c~~ .14._ ··--. - . ----. ._ ' goof: ----~---·--·-.. ·--· . -· __ ., ___ ·-··---------·· ···--·· .. -·---.... -·--··-··-··--· .. ---.. -·-·-······ ,._ ·---·---------------·····----·------------··-·-·· ----~-==-=:·:.. Ar-ea. ; l43CrZ-0 + 3&40) +-3.SU&)~ 3.5Lts)-36C4o)~zo,ZSb ~~rt. -·.···'.:·-:::·.:-:-:·_ p,,.,M<1c~.c . 14'1-t 12-' $3-t-3:S f 14-=t"" 1-z.14~+"35 + 101-1-t2.+4(f t~ +·14-3-4-_rZ1-13+3S -··--·.. e7:~Ft-= c:ioz' . . : :.:: :· -· :_ ~.:: -... '~-. .I t!?. ----. t. L ZC~4' ·' . , • --___ '-,C,Vr-tyetr-Q. 1.'l:'~11!\.!-tcr:_~---Z 4o -t "' , ...... J l,8 ______ :_ ....... -·-_________ .:..._ ___ -·--···--------~--------------------.. . •• .. Hw,oo-f • r='L..(X)f:!! : ---------··---·----~-----~ ·-~---·· ·--··--· ····-·-· .. ···--~--------. ---·-·-- . A,;~ .. -14'?>( IZ 1) +· °3J5'46) ·:+ 35 {,:f) -i '3~M) t 35~45)-~=.-Zl~ 58[ "f·.[.f Hi:,-~ Z.l,~~I (z..-ri'::o ~o)-+ ( C\O'Z.-r\68)(1?.~)(~!_i).: l, 014:=, t ss.q; I0~:5.Z~ . . . Y 'TC7'1, = , ls 6 ( S'3'f. e -+ L013. ~] = 30:,te: .7 e<;J.o"' --~ .;;~1'bM1c c-oV.t:et\J s -·-... _,_ -... -·----....... ., __ -_. ...... ---··----· -.. , --... ·--·-·· -··--_____ ,._ .... ··--·--· -. ··---------·- I ' ! . --•.. ... __,_ . -. .. . . . --.;,, ·. .. -t<.· .. . : : . :-. : _._ : .. :-: ·: ~ ;;..~~>:--- ,-',.,_ • NOWAK-MEULMESTER & ASSOCIATES CONSUL TING s.TRUCTURAL ENGINEERS BY /$6 DATE lo/t'>4 PROJECT __ -1!'-~QLL~....._.7.,.!,t.J~®~-------SHEET NO. L•"Z.. OF_ __________ -------=Y.=:L~-~-1...,_ ________ JOB NO. _B_tl_.6\=0 __ F JC-s V W>ch" • {U&:. /~-s) • . £wihi I ': I F,..00r-= 300 (1013)(12.5) = 1so"' I o-z~(IZ.~) + 540( -Zs) --,, --. -·.----·-------.·~---·------~--~ ---~ .. -.... -. . .... .-.. ·'- ... .. • • • --••• h • • • .. ··--.. -·-·F.-,oof-.a_._'3C.O. -:-_J50.:. ~ . .15.0 .. ~--·-----~-------·~-·--·-· --·-.... _...:._· -----------···-· . . V fNA L 1'6~) ! . ·-.... ----. . . .. ~·rzooF: .. . . . . . _·-_· _·_· -· t---·-··--··-·--·-····-· .................... ~Q¥<,.'!= .• ..lS.o./.za,.ZS.6.~ ... 00-i.4. ___ ia.{ ... ..C..:1.4 .. psf). __ ·--· _· ·.;....· · _____ _ •••••• fLoatt: · V~-l~ := ISO/ ?.1158\ a .oOiO l'I( ( 1.; .. ~) ·- --·----·-·-·------------.. -·---· . " .. -·· .. . . ·~· r: .... . ri:::,"-= ·1-=-x ,_ -· C.Vp..lC ·n .. . . ~ u.,, . --.... · .. -·-----··-···-1=->C. ·--···---... ----···---·-----·-·-······· ..... . ... ··--·--···· .... ···-·····--·-··------------·-- r.p rrx'}f • tso ( 5:51"8) = (50.0 t ---··---······--··-··--··----·-· ·····--· .5'31.8 --·-···--·-· --···-···-------·-- '\I !!"4« C P-1'-r) rza:nc: VaWc -..• 0074 Kl( (1,4 pS1} . -. . . t-. -- ··~·---\Y•··~-----.. - '\" . ·t,-·1. ' ..... '-\,,. I - _ i . . -~ Fi:,.a,e : . . . . . , . -... ~ .. . . -:-: . . . . . . . ; . ~-.. -·· . __ ::-: _ __ -:-. .. . . · . ¼>Vt::: z.oo/~1,se1,# . ~ct3 ~~ C. q_g p.S-() -·· --·---------~-.. -----..-------. --... -. ___ .. _______ ..,, ________ --- -·t -., ___ ·--.. -·-.. --··. -----·r·· NOWAK-MEULMESTER & ASSOCIATES CONSUl. TING STRUCTURAL ENGINEERS -----================================-• BY Ifs DATE to/64-· PROJECT ---"""~~l_.L __ 7....,,o.,_,OD"""""'" _____ SHEET NO. _£.:1__ OF __ _ ---------_______ .LA:::::,&.;,.._f .... ~ .... e:4-.....L _______ JOB NO .. M::i51.0_, ___ ·-- -------------· ... -----·-···· ·-------______ ., __ . -·-------.. ---------------· _____ ,.._ ·-- ' . Pl Af"HRAC M Dt:FLECT/ ON: (t."'41 l"L • A-G, 'Z· S:.) --···.· ----· · ... : · ····· --·:·· -· /f•. G\/L-2 ... + .. ~.-rr--.. :+ .... 0<14 C ~n +·. A:, X . -----.. ~ -· e"1:, at.it z. 6 t. Ac,. 'I. =(Z).. 06.7.5(4) t z C' o~Z5)(-z:4,) ~-.. oz~ .. : _______ ,. -= .. ··s~' _____________________ ·_ ... · · z: b ..,, ,,. __ , v..~. ~03(621)/36= .so --------I-: -:w.. ~ --·----------·------.. ·---·-··-···-··-----'--~J, ______________ ----··-··-·--· ~ ...... I!.. 10= ~s' A-= -s. 5'. 1:3.z5)' =-·. 4',.:4 , ,.. -z. '• ~ • • •• • I -•- E = 1.e "'ro3 ~,·.: .. ----------------------·-···-____ ,. ______ ·-----·-·· ···---------------------·· -. . . Ci= Gf O.O ~i . : . '3 ... -r .. ""7!/ .. J . X \/ ,· F'.~. O'( \ I', L• '-:,\ ( · · As·6(,eoXs~) _.. .. sol53) .f~o-t4C60){.01q)]Cz) -L-ozS ----------.. -...... -·-·--------·-----(,.B~1·03Y46A:}(3S,--· ··-···-zct:to.or.ei) ---------:-··--·-··· -·-----~----_ ----------·-··-- .. : r· .6·~ \~ .= . ./L/1~30 . . . Aatwi.., & .005~ ~ .. o.?~ C1i,s~1-z).: • i6 lti. 7 .66 IN ••• 0~ __ .,_ ______________ . ---.... -·· ·--·--·-·-., -·-·-·· -·---------~-----··-·-----·--·--.... , -~ ----------------------·---·--·------- ---.-----·-·-·-----·-·-·-------------------------··---.......... ~ . '. ::-' - .... .. Oo ~-O O o --... •f-• • •;. o ... -0 ---M 0•••• 0 .... J.o .1 .. ,,... ... O -· o o O ...... ', ... • NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS • BY /,6 DATE ..1P/fl4: PROJECT _ __;_K...:::.o_,_,_11 __ 7!..,:;t::JOO~::;__-------SHEET NO. J.~!f._ OF ·-- ----------______ J,,.4.rf~b_ JOB NO. ____ _ -·--··--·--·-_,.. __ ,._.._ ..... _. __ ?"' ___ • -· --•• IGZ"' "36" 8 ·-----·-··--·--·· ·--·----~..,__ ________ ..,. r _____ .. __ _ .. --· .. ------~ t \I) r() . --,,. -... ·-..,,_ . : . . .. ' -. • ... -· -•••• I ---• • -• • • .. •---I • ' .. ·-· -• • __ .. _ ---~------.. ---------,--+ eo •• , \ \,, 35' .Ya-(31.z: ..,. Z4.<t) . .,. .. , e>I ~_•f __ ---·----~------·-- JO(f . Y'-4-~ ( 3S.'1• 3'1.~){ ~ )':: .6A w:lf · l.+S '7d / ,/. ~ / -~ • NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS BY f/k,,-DATE to/84: PROJECT -----~--+-7~0i:..i.00~-------SHEET NO. J..~ OF_ _________________ LAJ'l;_~ JOB NO. ______ _ {4~ , , ioa" ? t ... ..J ------.. -···-·· • t: ---..... \0 ' ----1-----------. ·i . \·· ----·. ·- j ~- " > . ' ~l ------------------------·-------T-------- Yz= ,41 ......... ·-----l. t9> I ---·-··----------------:----s':----·-............ ·eo~ ··-e . ·-· , . ---·----·-·-·----------------------------··----.. ----; .. -,f--r-----=-----ir;.;;;..,,.__,---='°""'-_.,_ ... ; ..... -. , • bl "(1:: -l'Z. i + 2'3.Z .:; . 4z'-'; Y3• 31.0 -t g;~.-, a .se,"'-r es ___ 100 -.. --··-· ·-·--.. --· '{'-z..,-~-r.a + l~-' ~ .so "4f Y'-t• ~l-l :t:Jjz~ : • 1,; J:1-f' \40 l~G • . . ........ ~ .... . ' . -· . . ... . . i NOWAK·MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS BY /f$ DATE .lo/e4-PROJECT----Kt'-'-'-11_....,7:..;.C<,_;;;OO..=_. _______ SHEET NO. L-6 OF -- ----------_____ u_r~~---JOB NO.------ FJ,...OOR: ··-·tq;-s·-·-AN""AC:.Y~rs--··-·· 8 I ---,· 1-· I . j ~ . ·-· t -. ! --·· ... :~·.t=i= I . . ............ ---····--~-------·~-~-----··--· ·--·--···--· IGZ' 71-_-· ·-- 1· ' . I - ! ·-·-!--:;:p.._ 1-........ --·- :· . . -··-... ·-· .. ! .. ' . t· -.. -r---------- · I: U> . .... '° ....... --··--· ···-······---· .• ' • . : : i I ' >i ~. l[ " 00 i ! I ' ' 0 Ii 'q' ·Cu , __ _ Q>i . .. ' ---· ---.. -·-....... r -t<l . 10 ~') . u, t<l . . -,--------..... ... ·, ··. •,· :-...._ , ,, . I· if---.. .... .fl ·+ 4,' ""'--. .. i ;il. .. --.. -. I I I --. l . . ' " O" -------.-----~.,..,---------·-·-: ----------·------.-..-------.,........ ... . -..... ~o, '36, 136' -of'------------------·-·--' •• NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS -----·-···----r=-~~~===~~~===~= • .. I BY # DATE 1a/a4 PROJECT l4oY---rao --_.L;;=----1-.JJ.L.~~(.__-----SHEET NO. L-1 OF_ -----~~gA.L., _______ Joa No. cH-1§10 -r ·"'-· --~. - ! t . . f I . . . .. J , · 1--·· · · · -.. · · · · :··.-.----· .¼. t'<'"~i=:--~'. .. ----I--· ,'3o_·~-~-;;_Ya -11~-V~,,i=. 46 ."~-_. __ · :Jn .... · : · . · : -.. I ~ . i ~ · ---------·-·-· -------·-··· . . ' I , _ __.,., __ \ ... --.~ -.. -.. •••••• ' ~ --" . ~. - -. -. t;..;.;,;;;;;;.;;.;;;;;;;=;.;:;..:.;;;.:,;;..:;t;J, ' -===-~--:::::.... ·-:-: -=~--···--··-·-__ ::.::..:_.~--==-~-=~-~-: -~ __ :_ __ . ··-···-- (~o•c\.:. · ·:33{86)~ :i 2( • .5 IC,// · .. _. . .. . ---···· ··-- . · , -· -8 (A-3\ / I . . . \:-, ""---->~·· -.-' 11 I \ ii.\. ' . I. \;· ,) T\4,-= os· =-----------------_______ ., ____ . W1 C . "35( .. oo-r1 a: , Z.G 1'-1-t -.. . (. . ~,., -.. · {µp, -= ""?. 5 • a:,q :3 l= . '3'3 -lAl'l"'t'll-~V'~!i:: PlAAiJC.A4M: TC CC --~"?,~ft~~~. -~I~~-~-~------··--. ------------·-·-----------·· ..... ·_· +' --~---_._ __ • t Y' 6-J ~ 11. ~/ 4".z • Z.31 "-' r ••• . .. ... ____ ., __________ -·· ·-.... ---• -----~ .............. .--------_____ ... __ ,_ ...... . ------t ' .. -.. NOWAK-MEULMESTER & ASSOCIATES CONS\A. TING STRUCTUAAL ENGINEERS • BY #', DATE tf2(e4 PROJECT____ K,bl I :ZctX> SHEET NO. _(,.-:a_ OF_ _________ --------'b-A1J;~=l.,.=-------JOB NO. _-B4=l.61.Q_ __ _ ---~)---+1+-H+l 1 111~-i-fTfl i-11't3 , . K.\ ~ . --~~~ . ~ -----~~-!_?~ ____ _+£$ '-$-----..oa.'_ -----.. ~~-----, 1 i w, i ------· ····----·--·---~---·- - ........... ---... _-·_---_-_-_---_--_··, ,__-_----_--_--_· _ .. _ir--c._ -----. -.. -------~-----------·--· . ---•. .. ________________ ,.__ _____ _ Wf> J.1(4..., ~ SCf-1 23~,J,norcl ~ ,~ ('le, 11 : J1. -z.·"-. . .,e --8 ( 4c>) - -'••~---••NoO O -.... ,' -o• ---··--• . -~----· . ·· .... __ · __ . · __ · ::· ... : ~-=-. ·-· ··: n-i,= se' ·· .... -,--... .. . . ·--:-··r,·;--· = o,:; ( ,..,.....,, ,._: ... -z-..,, · .1,.1.f. .. - .. ···-·· . -..•.... --. VV'I oo ,vv' . • a~ =::~~:-~~~=~~:~:~=-. :. --. -: ·u, ~ ,:· ae;c. a:,tl3)-! ~ ez-~,.r .. ··--·~=-· --· [" .. 44(~of:+,rBC§k1;.s)J··-=-U.c:f~ ---:----. ~ · Z · ·G:\O · -· •: · . ,. . .•• • .. . . . . • . I e'g-= . , 44Ctfo)-t.1 ESC3s)-Z4,.'t-t .44{411)/Z-" 31,8 ... "TH-i. = 6:3' :· .... · .. :.-:-::-=:·: ·· · · _" .' "2( _,_.. ) -. 4 A 1'.I t . ________ £.(.,-,.,;: ~J ~""'"' '-I-'=---.... .... . -.....•. ·-·-·--.. --·-. -·---~--·---.•.... -----------------·~--··----------. ----- . . ·-. . . . . -~"-= .44(.+:f)/z· . .., :zsl$)= z4.ot __ :. · ·: _· ...... ·. ·_-. . "3( ti ·, --50 ~,.f . . . --. C.Up7-.& C1 '~""3.,-:s . 0 .• .. :. . --·-.. : ... . . -n-h.a: 3G' . . -•••••• ,-~ . ---~-----------·---- BY 6(£ I DATE lo/84: NOWAK·MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS PROJECT.. ~II 7coo SHEET NO. L-':I OF __ _ •• ----------------Y.D:~b_ __________ JOB NO.----- ... I . ____ ,. ____ ---- ' ,, •• ... \X) '51! (I) 1:1"'1 -! I . . j t, • . -l-·-·· -· .. ·ii j .. ;f I , __ _ O)j ' ' ... I · , : , i I ' I '.,/ • 16:Z' ____ .. , ...... . ,....... . EF-i i.-::=-=-=-=-...,,·==-==-=s====a:=:;i,r---'~-... ! m ··-.... / ·•. / /·· , 'I I ·1a I . . --..... --··--·-·----· ··-· 4· .. --·:·1-·-'° . , r · ... ----··--· ·-.-----~-n. I --' 1 . 00 i ----==11-----J!a ! i . ' L.' u.:· 4,, ~ f -"-j.:==~==J __ _:!:!,.__--=..u ,. ~ i ;. . r-.. i-~ ·/ _w ____ ,.. _. . .It~, I -.·--:~~---··_ -~ ··--1 ·. --~-----.... uf' ------ ' I '°' ···---·-~t' N. --------:-:---- .•• ·-.. • . JI I -·~· . ·. : '" l~,f-Z 1- .. -· -. -·-· ... -I I . ~.. . . . . . . . ----+ --J: ' ' I m: l l . .. . -------·--·--r,----.--~-··----·-:------·---t-:-==-==~-----... l.-;-'t ---------···-·-··. t. ~o , • ' •. j .. l i. NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS • BY/24 PRO~ECT -----i-1'..,:;a;.L•W-.."'--'-Zw0....-..-0,.....0..::....... ______ SHEET NO. L•IO OF __ -------___ ------'-L~A1'.~---------JOB NO ... _a_~g _____ ._ DATE EbOQg: ~----------· · -... · (N.;s)· W, I • ... -·--··--· ----•··...--... T-------· ....... - ., ·-. ·-.. ,- ., ____________ . __ ., _____ ,.. ----------·· ----. -------· ..... --.... ----i..---------------"!-----~-------------··-----' . 1 I . Jr.~ ·...rrrM --. :·_ 1 t '<J:/ · ~s lo , --~ ~ ~ -------·--· ----·-· ------·-·· ---.... · .. ___ . -. -.. __ ,, _______ · -------·----·---------------i ...... _· -·--· ~t"... . .. ------··········-. i -,--. J -. . . .. . -~. ...... . . ~-·----1 . __ ,-.--.. . -.. -: . wpA-.i.4" .. ,, .. ,4Z~:J -~hOl'Clm-e>.,.,7'f(1t3)Z ~ -:,4.711. __ J j,j-_:_ :;.1 ---:.:. .. · --~---·--··-·--· ,, ____________ J],4.1-= I Ii~ ····----__ .-_-__ .1:'L ···---~---................. _____ _!1_ (~3)_ ... ____ ~-.. --~----=-~-=~--------·---________ ... _____ _ .• ,e I -z· . 'Z] w 1 • 11-r (,~::r1) ~: • e-z. M"I" ~-t~ [ ,so(,2:3) + .. "3.'.2(:??s)(,tos.s). -.zs(-r.r.) . . -.. . .. -z.. . . . ? . ·wp,-= ll1(.a,q~)~· {,o.4t~ = "3:q,6" .. _ : · ... : . .. . . . . . -- ... . . .. . . . . .. ·. -rw"l.~ -rz' ~B== _ ~z.(-ss1 • • soceel + ,"ZS.(z.71-"31·6 ~ · .. -~-:~.~=~::· .. i -.. Lu-z= ,z. l. oo-()c • so"r-····--·-.. ----·-:· ~~q-~--------------------~-.... ' . :·:.:·~-~~-:~:--·:_ ~w~~-~z(~bdl3).c .67"1.f' • I •:,..;..r . TW:;:.,=-'36' . . :· --------·--Cui-4 -as· ca:d).s · . • • • (Ill . ... ·1t:=-·- 'tS "-'·f. ·-·· --... -Ya .. :.~( ,.oJ{tz.;}) + ,,s(Js'l~-1--,;.~~~:.1£ ___ ~----__ •• -.. • •. 'Z. -z(l-z..-3 . . . . ... . --.• <.up$.:'5e(.~;1a: ,~i,t,-f Yt..-Th ( ,."3"3,(~-r)]; :.-zS"~-~ ::·~-~ .· .. _-·--r.z;-~-;-~(:z-r)~ .. 3_44J::. p -~ ••••• ~-~ ~ z. C3s) ••• ~ "46\'CO,.. :3. 4-4 /~i 1 .13 f(.I+_ .. ..... -,-· ... _ i . • . .. . . • -l .• --,.,··-·-~--.. -......... -·-------............ . NOWAK-MEULMESTER .& ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS • DATE lo/1'4 PROJECT ___ K~ru.~.___J-Zc..O..,,,Q....,Q""-------SHEET NO. L-11 OF __ _________________ f_A.~f!~=t-=---------JOB NO. 84-1610 BY ,qS fL.OOte: ) ___ .....,.. ___ -------y .. . . "·· .. ----------.--...,..',-··--·-······· ···---.. -. ·-· ·--r;···--~~. ····---· _,,-· ,. .. 1 "'r +--- . ---·-· ··-··-···· .. ·-·-.... ---·-· ~-- ·-.. ··-·~ ···--· ! ' -•• • .. -··· •••• 6 . : / ,/ . r --(; i' .:. ' -C :· .. , ~ . .. . . .. . ...... !---------·-------------------- -----tt-----....... -.. _____________ .. _.._ ________ . --· ···-···--·····-···-··· -··------···-------•-------H-•-•• j Oh O ----------· , ..... ·-. "'2..., . ~a' ~ ·1.., , C.,(;,I _. i~ ,~ ..... -_........--.-, ~'---,---.---k-1---,---r--l. -1---,---.-l 1.._---.---. , lr--r--1 --r-r-' l-:---;--111-:----r--'ll l --··-·•-I•·.--···--·· Tl,.J \..-=::ss' ____ . -·-··-·-------·-··-······· . . .. -..... -~~,; -. C.Up1 .: • '3-.., -z. :1 ' --~ .. -~-~~·:sc~z~>?.+-.'$~¾.;1$):·-~-~-~~~·1z:~tf: :----~--- ~ . ······· -·-·-----... --. = 35 .. 1 . . : .:: ... .., .i. .•. · ---... -----~ -.. -... . ~.::: . 6C(JZ3) .. , 73 4 ( 3S)-+ , ~6Cr~) -"3G,'l . .-. .. . . . TH:z -JI I : · .. ----· :-------· :u:;i·::.: ·.5,0Y-t.f · ... ·:·-··-:-· .. · ·: · · · __ . _ -~--4-o .• a. ~ .. .. . . -----· . . . ------· -· -· --· -· -· · ·_· -~----··-· -·---- C.U-pz.•: -6"1 ~.f -n,..i:;:. :: 1-ZO ~3 • t,oC,oa,1" • ·a4 ti-r -------~ ---~-.......,.....----~----~----·-·-- . :.t.(.,p-:i s 1-zo(.ooet-:3) 1: I. IZ "if , --ra• ~"33Cl3)/3S ~ • IZ~ ~.f _ ---rb~_L1~1 c 1zi> + • 4 S{Js)-z. J--. 61 "'' r , 1 t 1 -z. 'Z (J"'23) .. · . . . -~ :~- • 'Y3 • -~1::,E' ~4 • • -• . I . . ; . I ' ! :· ......... ' . -. ~ -·· .... .. ..... . . . . •• "" -· ··-- l . ----·-------~--· ---· ------ .,. -·-• • .. -. i-. .. --•.. . ---·-; -· -• . ' .... ------... • t' • .. . . -.. - -·-~-------------·-----.. -· . ,.. ____________ . ----· NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS • BY~ DATE •ofaJr PROJECT ----~1~7~~~~:.. ... 0.,__ ______ SHEET NO. L-rz... OF - _________ ------~g'AL._ _______ JOB NO. _____ _ g;COF .. --·-c:.;.w-:-··,tQq·A!..~3='~----·-· .---·--· ® J , {4-"3 -0 I iot::J ' • • • • • "' • • ••• I • • ®- I ----t----+-·-··--··········---··--.-··~····I···. ··-i ---)~. ·.· . : .. ·--· _·-_···----. -~ .... ...... . ' .... ...... 0-·_ . _. :· .. : .. :: .-·7 -- . . . . . .. . . . ' . \.!_' ,_ ' ,.,,.--, ?'"'· ,--,,. ,. ...... -. . i ··---' ..... l ' . -~ ... · ..... n ~ l . lL ....L . -71-3 1, ' ~ - -·--------- ....... ---. I -·· .. I . --------.. -----··-·-·-·S' ,_ --·-. _ ............ --.. ---... -... --------··-·--· -.. -. --.. . . . . .. -,/f--r--------------.....,.,_--_-,. • NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS • · BY ff& DATE 1Vf;4 PROJECT __ f<..,..O.-1 -\ .__J..i:...=0..,,.,0-"0 ________ SHEET NO . ..L.=13._ OF __ _________ ________ J..A..1:_r:gAt-JOB NO. €J4-!6-\Q__ __ I ~ ... ___________ :_ -·----------_____ )o I . I . , Y,. 11tv1.:.3· ... ·------v.::· .. 53" ----t--------·----------· ·-....... . Tl----\-z.-= 36 .. ~ . w-z.·>= w ioz. z -s.s (.., 007 4) =-• Z6 l'l.f ·~ .. -· (r,qrd~.& ,4S{A-6)2 .r 10.31c. 8 {A:tJ ----· ·-· ·--·-r-----=------...a.--· ·-----------r----,;------------------=-· =·--=-·=· ···..+----· -·-··· . --------·--· .. RA a ·• 46(.~) Z--=:· 1Z~"7 -· iii:~:-.:· .. _. 4Blttt~S')::. ~3-4-J:. '4 = "3~.4/ 65c .S\ ~If -·-----v=:.-~·-··:i~--(4;5·1 .. ~---~ ¢01'\f ....... ---------· ... Y\ .: !>t!f:--L· $ Ctlt:\1't~~ 0 A F'H~M' ---------: ---··-:-::r.-'!C.~---· 26.l 4<')'z_.:cS~q~-------· __ ----------·-·--· --~---------,.·-------. . · · · · ·· · · · 'Z 'lS} · ; : : •. : . • f-: : ---• ._..=::..._ ....... . ---·--· ----· ---... ·-···· ··--· ............. ·-· ... ·-.~ -. .. .. -.. ---_,._...,, __ ·--------------··----· ·-·- ' .. -----·-··----..... , .. ______ ., --... • ..•. ; , NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS DATE 11/94 J PROJECT ·-·-----~qt I 7QQ."""..._O=------SHEET NO. L ·) 4-OF -. __ -----------=---=--Lti-fC;~-~ JOB NO .. -84~-...,.1,5..,_\0"---- goor== {1:-H) ·w,··. --! ! i I i I l I ·1 ' I ..... ~ .. '° I ·-···-· ·: Y~.1,tv._ = I .... . c..u, ,. Wp\ ~ • Z..6 r:1f . , l I[ ~ . Y\)1.l "<'<. ·1 -. I ,1 --~ .. ' .. _,._ '(.),. I . ir-- (\-\.,.,.~ -. · G48' :t-.16.C!,S/,t6']('fo)2 •l'.3.1{ I:. · B (4d1 ~-.:..._:__-: __ : _______ .. __ .... :TH'Z,.-= 64' ....... ,___:_. . ·4cz t.J( w~,. Wp?-1 • o '·w~= tu~J: B'll-a:TT4)d • 66 ia.f --·-·----------··-------·-·-·--. -... . . ---·.. . ... ... --. . ..... -.. ' ' -• •• -.... •••••:-•. I ~ =. ··.·,, (44)+ .4sCz4-.5}.-: z~z"-· · · -~-:...-· : ea.: .:4-s(~~) + • '~f~;r ::: 3_4.' ~ ... . ' ... --~ -.• 48C~~ -,. d.~C.:ssU1zs)/tto== z6:"1.". . ........... _____ .. _ .......... ______ --------· -t--=----,;__;,__,;,.~::;...;;..:;=;;;:....;;;;...;;.;..,.__ _____ -+ '{"q=i 44(."t.'1)/06::.'!>~ t'lf , Y0 .& ,4·ecz4.s7/14:. .1 8 t1f ----, ___ ."'t'",~ ..... f.4.8C~~) /z.:-1:-..; .• ,s,~s)z._.}}.1, ;. .... 36.':':[..:=-~ ··-·····---· ___ ~-----·---------·-·t-··------·---------····: . Z (. 1\0) • <5 .: ~ef:' ~-s - •• • • ••• NOWAK-MEULMESTER & ASSOCIATES CONSUL TING S TRUCTUAAL ENGINEERS BY~ DATE lo/air PROJECT _ --~--7-1-0i=--OO'-.. "---------SHEET N0.1:6._ OF _ __________ ------~~ JOB NO. __ _ I • : ; j : /, . ; I ~ !., : J ~ i ., ! ,,, l, / ;, : .. • ' I ~7 I . ··--· ·-· .. ···--. ·t -~t! (4-"3 ·--~----···. ~ -·-· ·-·-·-·---·-·---·--· ..•.. '.J.!.L• ,. . I ieca' t • • • -• .... -·----------· -··-· ····-·--------··-··---··---.. ·-·····--. --·---------. ·...:..~! ··-·-··-··-··-·--·-·--·-·-·····-·I ·-···\I)· ...... · .. _·_·-···· .. .. \fl . . . I , ~ ·I .. r--. .. . \t) . ~ . . .. . . . ·· . ~ ..... : _ _. -: ,·----·---·: . ~ .. --·--····· JI[-·-···---·.··---··· .... I I .... -.• ··--···-:'ti) .. · 1: -.. -· . l'l ! . ·--1· ·······-........ . I l i i I . . . • I -. . ·-. . · 1 ... ·---- 1 _ _J ·:-----,..-----· -··--e, ... -:.: ~-·-; -tf--....,----__,;:..;.,. ____ ,.s.;;;...,..._..,11Q ___ ~ ... ,.,-, ........ ----------------......... _ .. , NOWAK·MEULME$TER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS • BY #, DATE I0[84-PROJECT __ k:,pLL 7000 SHEET NO. ~!.Q_ OF -· eaoF .LA~_g;;.4_L ________ Joa No .. ....B.4..:l.$1.Q.. _____ _ Ot.APH5?.64M: (!='~) . ---~------ .,. .. --_____ ..,_,,,,_, ________ ··-·-.... ·······-···--·-··-L...J._ .. _, __ , _________ ,_,, ______ j, ····-··--__ , ___ ...,· ________ _ ••• . .. .. C .2 . I l[[~ • e-,·~ V 1lt~ 15.i~\J) . . . ·'"'"' ~ ., b I , c.:-,. -ra .. ~ : • ----•• e ---.••.•.. r-· . [ -<-----~---~ ~, . ----------- . ·-© · ctt01iol'A&'\,."' f 41-+ .21(35/rb)J lt.3 !z+.o~ . . 8(4~) ~ -------------····-__ ., ______ .,,______ ----·--------~-------~-.. .. -········-·----.. ·--·--·-··-··---· .... -· ..... TW,= too' . -.. .. ... "i1( w1 '1: Wp1 ~ 1a:=C • 007 4) 11 • 7 4- . . ... 1li z-= 6:3~ -------... t.vz..-... ~-Wpz.•·-··6a(·;a::,;4)-::·;;4"7 i'I-( __________ ..... ----~-----------·-···---~: -. ----,------·--·· ---- --··- :tJ:!i = -:; s , ~ c· WP?. ..c :3$( .. 0074-1.-• Z6 ·t.~( . . . -' . . . .. _______ !:-_,,... __ -,-., ...,._,...., __________ -_,-, --... -.--•• --.-_-_""'."_""'." •• ""'." •• -... -. -.-:-•. -:-•• ~"".""· --~--:-... ~ .. --------------·-·-·-------.. --------·-·-----·- . ~A·:· . 4-i L1z3? + ;z'7,C3s)Cios.s) =: '31.tl ·. · : · · Z 1-Z..~ . · · · · · · . . . --. . . ... -1":::=::::::===-::::=::,_::-_-:::;:_:;:_~---=--7-: .• :-::-:::" .•• ::: •• :-:==-=::::::-;::::::=::::. ::;:_=;::T ::-. -=-=--f ______ ,. ___ .__,____,.__,_..,.._ -~---· - . · 1 • .:. ¾ _ : .' . . : ... .. . i • Va• 5t.l /100 • • .!:1\ 14{ y..,_., .'5-Z.~/t3" .e,-z. lC.l-t y c. • 5., "Z/ ~~::: ,. ·~ ~If ' :-r--c--. rUCto)Z• l.6" . : Zl:!>S) ,.. --·-~----·-----·-----................... ___ ---·. -·-...... _ ..... --... -_____ ...,. ______ , .... ----·· .. . . - I -•• >-• ' ., • . -·-·· ····t-··----~---······ • • • •• • t. • • ,. • .. • .. •.,. •• •• t • ,. • ... I --..... -----. --...... --... . -.... -·- NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS • BY~ 7 DATE tt/fl,4 PROJECT 1'f21 6 7000 SHEET NO .. L-/7 OF _ _________________ b_A~fi~+---'----------JOB NO. .. -..-~----·-.-. '~--· ------- ' ! •• I "t14 , = 64-: ~.( <:-'-11 = Wp1== 448 Chmll'l'IAA. • 8,5 -t .za(~G/r~elk1wf, "' M, I 8(60) _______ ,, ____ -,_ ·-----TWi• lO~ ': ~= • fB£1-z.e,) + .zgc:ss)C110.6).: 3.::t.51' . -·--·-' ' ---% . ···-·· ··-' . ---'~8 re.a~ .. 48(1?.8) +. -ZiC:3sJ .... gct.b c "3-Z-I" ~:: -a1.6/ 64-C~~1r --·----· =y_;., ;~z.1/ 104 =·· .. sriar · ---... ---·---~ ----.--_,._ --·---· ... · · ·· -----· -...... ---------,--------- ---·-- ....,,. • NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS BY qj_ I DATE I/ f8A, PROJECT ---~~-'""--------SHEET NO. l-tlL-OF· __ ________________ L._.An~. JOB NO. 14-ISI0 Pf=e'.Wrt::tft2..: Z{6) + Z(rr)~--. 30,9' .... ~L-rP.!. :ro rzooF: _ Z}\' { 1, '' "'fc. x ZS=-1.7-"t~ = "z. 4" Ci.Ai 1~U~l'le"i., ·.: 40,. 'Z.6 ~ . ~--........ _ -~ .. . . . l--\TQ'\': 1.os.'(30t81"" 33,4~ .... ___________ -··'1::r_;:,,.-4 ··-~:r(.3'.3:.'4) .. ---f o;o' · O'Tt1 ~ lO~O (t3) ~ rio ~(.i. _::: .. ··-~-~~~~_::·;: .~M = '33.'t (bl:: Z.~ ~-f-t_ ... ···~-·--· . . ___ .. _ ..... _ .. _ .. _ .. _. -·-----~ ~ .. :.: ..... 10._a\(z. ~. =~" t. _· '<'i.: G.O(Z..J: 17..z·.,Zl. ~,, •• Y7.. -r-S,tJ/z. -: 4 .: ~ 61, :~ . ' 'O. \ .. ~lMf" ~1"6Z-Z4 ·ii\ . .• • j" ~ '. - --------1 .... ·-----·----·-· -----·-_____ ., _______ _ . I I· I _____ _ _ __,_ __ _ ----.---~----...... ····-··- . . N f . : . . --t -:_~:= :_: l' : . . l . -. t ..• t . ------~--l .. ' . ... ;: ' .. . . .... --. -. • • * ,_ • •• • • I • •• • -~,1--o..i...-~-+---·~---- • • I , ' ' NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS • sv/4;2 DATE 11-84 PROJECT------~µ_. 70.,.,_Q.-.O _______ SHEET NO. lj<J OF_·_ LA1'~~.D'-JOB NO. _ _B_4,tSl.Q._ __ :· -.. ----... : ; ---------·--·------..... -·--··· ----------~ . . . --·-., zo .. k .. ----------zo·,·-···-------------i--··----------_-------.. --~. -· ... ··-·-·-··---,:. --····----------------~f'i~t-r ~ :_ 114-4 Jc { M.~M. 6) -. . -- --... . .1~ Z,.?).,· ,..,--z.-:z4' P<.,>,-=-H 4.4/1 . .n~ as.1' ,~ T~ 61',A~ F:-,,e.t..).,; ':t 11< 13.IZ~~:.{ z~ .f~) __ .. _ .. ___ . _ _ _____ ... ~rz,1.r 64.0fL { ME'M. 6) Pc.o1.: 64.e,/~3~: 48.1 .l<' L< .ti . l ?.,,6/ ~C,a1'• (f~.O t t. Mttt, 14) . . .... ---. -...... --·--------· -----·----------··---. . . ..... . -~--. . Pco, ~ qq,t,/t'".!,,3.: 1'4>\t. I ~ r~ 6x.6:ic !14 , · .. -· • ___ , __________ , :_ __ , ______________ ·-----·----·-------~'~""""-·-.lL1. '=~----' .... -... • ---· ..I<= zo' Pc::rz,,-.... "36,ti t P,::,,e4"' 7, ,.q I 1.33:. Z1-1 ~ ... ---· ·('.'. C3t!kDIM, I.!, MINIMAi..) fl,QQi t rcrlt"f.-10-.. Poe<,. • 'oZ..6"' ( Mfl!M. tf) ---L U6t:. W8~ZA __ (~i!E _ Al&::_ MAN-_~. __ l_-l4f) __ . . ~IIM ... 48" I ~ WS.w.31 ta11ow"" 'l1 ~ M: .\'? (tc)o/8 • 'l'•l'"r $,~'~3 lN"S '? J.,.16-"31 4 Z1(_M IN) ~- NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS • DATE u(s4 PROJECT ---'~bh_1.f'...-C2~0-______ SHEET NO. L;Zo OF __ __________ --------=L~'ft!Zl;;,I-JOB NO. 84 . {SIO · ··--········--·-· ~ ·-· -~-,=;;-~---~-----, ···:-------~ei: · ·co!'"'1P.-cvrAJ-r s-re~s--z:921 ·----·----·--·-----· ·-······ (S~E (3F' Z-4-.s'JM.) •••• ---··-.... _r.'i.,~ 'Z..~ l:.i,i . •; ~ti• 4~.S/l I-z..,.. 4-. t S J'~T ~~X:.--l'2. C::s.141f (zq,._,c,3) ::: B~-z.. -z'3 (~.'"n-z . 4,j.C:. C q ~ i" .L.:._ . ,,. l 1'3 . C. J '33 · · · t<t-Z._ (, -~)i4 ~ . . . . .. . ·-.. -·-· --·· ..... 8t.~ .... ···-..... --· ... ··-···. -··--· ........ ·-·---·-···-·······---·-·-···--···-··· Lat, l. 1.33 . . .. ---··· .... -··· -.... -··· -. -· ·········-·-·· ------·--·-· -----·-·· -·--·- ··-·-··-.. ·-· --------· ··-·····---·····-···--·-··----·-··-····-·-· -·-····-··-· ... -. ··--·-·-· ·-····~---- ,----~-·. ----------·---------------1-..,._ ______ .._,.,.. ... _, ___ ~·-·-·---· -----.....------·--------·------·-· --~ -· -·, ···-· ..... r . . • • . .J ..... ---·-·--,-'· ... ~-.. . • ,. ' I •. '...j,.._ ..... J: '• . . . '--.. -. . " • • ..,~ .... "' .. < ... ·····t'. .. . "-.. , ~ .. , • -1. ..... '. NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEEiAS ·····--·-·-·· .. i:================================ • · BY /lb DATE 11/84 PROJECT_-----~(?// '1CXZ::,.::=:----------SHEET NO. L-Z.l OF __ __________________ Lt.:r~~-JOB NO. 84-1510 . ·-·--·' U) N . - ----... --·····-· ·---·-------· I . .... . ~--. i . . .. . . ·-; -.... --·--.. -! .. __________ -___ ·_ r _-·-·· · __ _____ , __ .,_ 1_ ··::~-:~:j: /- ··-~---~--:..:: ::.:::.-~----B~: ---·---r-;,·-1,e-.,...-,..~-----c-.;,,r~M .,. ' --... --. -··----. -.. r (.11:l't.: . ;;;,tO•b 1· u.. • ,J --=~~:===--~~-=--, -~ ·-·:·Po~ .... 56.G /1.3~ = 4 Zwb ~ ~ -: ::=.:·=..-.:::--:-: t_-. -. -----L <-= l 6 ' --. -------. }-·-. -. ~ © ~ -i-34.3 k. -t-'"34-3 ~ ,s &X4,t V4 ~11ou.1= 4-r; 11, §] 6 -zo' © .. n ~[!) ·-··-· -·-··-· ® -1 ~::..-::.:·_·:~--~:. /· ... -. COLUMH,s ~ ........ - . --. ------~ . -f~ii~--:-3 s: 5-lC·-· t-·M~M ~ 5) -------··. -. . . .. ·-. -. . --. ---... --------------~~---. . . .. . ... , . : ... : __ .-:_:::-::·:·:· r ..... Poii~ ·.:. 38, 5/1-"'33= ta.'\ t. I Y2E -rs -4)(.4,, 174 .. _ ...... . --···· . -··· ... ,.. . ·.;t<-: L"?.;s' . ~lloc.u_, 551:. . . . -· .. ·-.. "HOE:1, ~ -·--·--·--·-·· . o-··· ~~-.. . Te:-1" Id l:\"30 A 1 9,8$ 1 r.:: S.1"3, s.: 4i.o ~ r., ...... ,.,i ----· --Li::.fll"f_s __ ll,.u . .. ---··--1::nrr. .:: . l"(I ) /,-__,.,.__ .,,.., '9 . . -p::,s .c 3, i-_3 ?O. . .,;. ~---=·1-n . . .. . . -, M.... "3. s r..,.... . . .. -. '-"-' r .., -z. , '='· 'J ~., ~ e lt6l !J( ~'? .v .( to" -:s. 8 (,z) .. ,.1 ".s, c~.: t -z. ('3. 14)' t z,p, 1o3J/ 3• JI 1-z4 4 ( (z,c • .:,\• J . . ' --.. ' -. ! ~ f'4 -4' l-z,iii.}z 36 .a t.o,S \:SI \.13 -_-_. _. ·-· .... ------,-·-----------fq_z_. 1}, .. S./.s.ss-~ -8 .. u '-Sf ·-·. -····· -··---··-··-···------·------- -; -~ o,r..!. -• -• • ! M .I, '~ -.,., .,, ~ •: • o • -•• • • • ._ •• ~-• • ;. • •--•. : . . -----... -1··----~ -_ ........... ~ ~~~· ·,2.l:1,14t(qy;c1.,J) s "34Z. '?3 ( zc:,.qP Sail • I. I .:: , 4lt ~1' '--(.33 it:1,6 (1-.f4~)(i4) ~ /. "3"'l-,·. 01'- NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS • BY$ J DATE II /84-, PROJECT ~ 7ct:20'-------SHEET NO. L~z.-z._ OF _ -----------..LA.T-UA.k JOB NO .. J.4.16\0 ___ _ / LOADtN4 4 ! 6i:16MIC... f. · r fj; ... 6~.3"1' f'~:: 4-<t. I"--1, Z 6-'l. O ~ i fa .. ""' e1.i 1: -1, LOA'DINC:: S: ~E:ISMIC -to FL i.. fi: -se.5 t ~=·· 6Z.$:~ f 103.\~l @ ~-.::: -. qq . 0 " ...... -· ----. -·-···-· ----·--·---. c' @ ----·-----'-·-'I)-.. . ·---.. ·60'· . ···--·---·-. -_ .. :..-.·.~:~~.~ .·. .-,,-~Y i'-6"'~ s'-o~ ~-JC_~, U«.: j. ·-:-.:·~.~-~~=·-:...·. . . C..V~" Z.S(.5.o)CIS) • ( .. 08 ~If .... -·-· -__ ,. ______ ... -· ····--·-----·-. :~ ·--:~·i.:o-Acm,u; · s ·:.--··-·-: ··-···--· · ·-··· ·-·····-·:-·---· ··-··-··· · ··· ··--····· ··-··-· ·· ·····-···-·····-------· -··-· ··-· · --·--=------ . . t-A . t~M e~ :: \66 (z.e,) -SS, 6(10) + 6Z:,s(""3o) -t 4q.o(So)-+ 1. S6(6o)'(r.. = 1~ 0¢1 I ' " . if 1e(r: -t:.."-=· \03~ + 1.eec,01 .:::.. -z,s.i:; er1~~ 4'!.1{301+ ~.1c10J+1.ssr601 =s,14g . "t.,. tp~(') ....... ~.Ml!~ . .::. \0,0:?11./ ZlS.tt~ .46 .. 5 1 o.1'1" iG~:3 C-so1~.1,.scz..s) .. 3, ~ao~·r'._ . -~ ... 4 --·-·-·· -......... . ~ ---· -· --~ ----,• X.s. -::.(60-46.s); 40.s1 'i c -z. < Z.15.j_J = -z.,::c' L.Z..bi ",6.f : ... ~I(.. i:. . -11_(.f::_~ ~~: s~ --·-d,({•76'' (& -, ____ -r ...... _,6 __ c.v_;____.,1'--·:-· .-,r--':t...:..r_.o_"'___,, ® v_,.,.. ... ,4.sl' ·· · . . ] . : ~ ~u-; 64.sC1.5)~ti6.sv. <t>c;;!~q~) . .,.,::::-----.. tt-,1,_: • s5VJli?i6 ( ~0 ) (z6);: 77,6 t- -· • -·-··---··-·· .•. • .lOC:,C, . • •.• --·--·--·-··--....... ·-··--· __ -.... -.. -~~-·-·· ..... -(), I( /ll...J~~ c:."to.f,-1'Z.,6 =-t:4.z .. i "' ,s.1r 4.~"' ~-5 "~ Z4.'Z .: t.8.5 :::Lr --,-, -......... . · 85 1.--~ ~ ss.o~~"-. . ---·· r·----A~?f':,. __ . Z8-5.(Z4) ... ::.. .•. l>~ __ .1b\~,_., .. ~--------···· __ :~~ __ -···--···;·-···-· · · · ----~-----_: _____ :__~ . --: ·40 (Z6) .. !Mc.49: z1~.1(ao..,)/4t!58.S'(-'c,l-eis(~)t<ii.(10J-tt08(601j: · 1LJ~~"°"3TIC-Si='.n"(J·~1 . ,. ,s,, ...... ""'7.:::, ,:.cfc. +16o(i..51-z. ••• . ~ ·-~ .~~-=. 5 ~c,.,~u:10)2 +_-~:;floiJ -·-~-8~~1~)~(_~ .c 3'14 J'-tt : · ··t1v • l.GC~4)(1zJ a .as ~w.:-.~ <a, (floe\~ • '{ (::;Y6o)(:UJ-z. R•..oe3(3/~) ... 003 /Js.=-,tXJ:3(6a,cu,: 4.6g ,Nz NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS . ···-· ---···· .t:===============================::::l • BY~ DATE tt/84 PROJECT ~___.10..Q:-',L.-------SHEET NO. L;~Z'3 OF·-· CUD.E t!M · __________ 1-A-rt:~.L JOB NO. _8fi~IP--- --· -. ----·----···---. ! -· --·-·--... -. -/ ,, t _10-0 ,.I, 1 10 1·'1,ct .. r . --~: ·__,.._~-. ___ 6t:J_'-o_ .. -----} __________ ,, __ ,, _______ ---------·-------·--·-------.. -·-··-... -·-·--· ··-·---------------------·-------- e z4'' o~ -~-=---:.;-::--=-.----;;;1-...--.14'-' ct..::e-·1'"o ··i:of-fG":-·ee:~NF. ·····-·--·-···_··· •••• . . --r-+----a -" , \3A e~ T ts L -... ·-·-.-·. -·-, ·-·--· i:::·oAotf-(~-t-n,~ r~·-··--·····-·----·---·-.-----·-· ···-··· -· · · -·· · ··-· · ·-----·----·-·----·-·-··-··--· ---·-·-·· ·-· -··-----~-------· : ·. ·. : ~i ·--41.4 t. .. : ~r-:lc:s s :3'4-.Z(3o)4 100(10) + 1.9S(Go)7/'t 1 G,IIO t.-f"~ r°'t• ·"3+.z." f.S4.1' .. OM ta' 441.4(so}-+ 1-z1.1l-z.6).: z774~-f1 r=z. ·10,0"' ---···-·-···-··-·--· .... ··---· -v~ .... _\'Z.l-1_ "---·-··-·· ·--·· __ ·-·-...... . . . :?\._., 7cJM ..... ~1, ~ ... -· ·------··-···. -···--····--···--- ----·-··-·-···· ··-··----------,-·--.,----·-··--------.. -·------···--·-···········-··-··----. ---·-···· ··--·-··~--·· . .. .. --·-··'·' .......... -.... ·~-··-¥·-... . ............. f. t••! --... ;.:.... .....• . ; :-' .. -! ·-·· ____ .. _______ ·--------·---- I ·• --·--------..... - • ••• NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS BY A.II.. DATE li/8.f: PR_ OJECT ______ _f§_u,,,7 ,,ia:,~o,..__ _______ SHEET NO.L-_"7..i OF_ ,r I;.:" , ·-.-:+- ..,.B..,..F--·..,..1\ _______ -----1 A"'t:.~l.. JOB NO. _ _/J!--l<!'•(L ____ _ I . I ---1...f'U. ::L..bilJ. I . I ------. I I '\ ' . ', 3/1-16____,q: ----::-, ---'-" / ' \ . .., l f '/~- ----~~f:-ro 4w~er:. .. , .. ' . c::> ·a.A die · ----·-··-[_ ~ _....,~.;., 1--... .. ........... ---~----. ----· . ~ . :.-:-::.:::Foi.i.~ --t~( 54J1.)~ 68.6 ~ ·: --~·::~~-1;~;;-i-::··-w· ~. i!.5 l/4= 4., ---:1-7 s" ,.ljg_ 114"_ rn.LJ:"t~S ... : -~-: :: ·-<·;;:?-;~,: '. ---··------------~.::.~.L~a ....................... ____ : __ : _________ ..... ···--····.--··· ·--------~------------._1..._.1._'<'-, • __ ·····-···----~-- -~-·..=_: ~-.:::.'. : .. _-·:.:: ~Ll~El -ro: COLUMN: ·····---.... · ·----P~<,:~:~ · ,-i., (~si,"3.,)-36.3ie. -...... --. ' . ; . -~·~ , .. --------__ . . . . . H-= 36-~ ~ 171.1 '[g . · __ .: .. : ... : :---: · .. (..,::. '36.7/Q~x.-Z.)~ ,.~ '4'li~(. ·-•· .. ----. . . . .. . . . fl,, --. .. (~ • .-,Ll-f~ •· 3.S. .• : . . . 'Z(11J). . (,..,,, .f·t -4J.BZ ~ *' 3.'14t/nt ----..--------·-·-------~·· ... -------·-·-------...... -----·--··--· -........ -....... ,------·---~r--·--- V'l 4 "3.q,l,qza,. 4.zs ..:::7 s ti US~E7 --ro ar.:A-M: Pi--o.,.,~. h8., (z.ctt.:,.6) • sg,1t- ss.r C4.s1 ... z,1.4"·1"' es. a f:(.t.1<1.J: L'1Z. t-tN z,L4C+) :: 1.08 'Z. ( z.-z.11. (,..: I, 1 l· n• 1.g.q .,:::-7 3 NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS • BY # DATE lJ/g,4-PROJECT __ }{£2 __ LL __ z.=oao"--" .... -------SHEET NO. L-Z5 OF_ se-1 --------LA'1e...~L-JOB NO. _.94-l~lQ ___ _ ---...... ---····-·-······---·--------· .. --... ---------·-----· .. ,·--· .... ----··-· -·-·----... -.-... -----·· ·-·····------·---· ·-·· ----···--- z.o" . ~ U) ' ·-----------···-" ---· --· ---·· .. -------·-------· • ',.J>J ~ . -...... ·-... -i::,::_-•,.'5 ___ _.,._-1., ___ ..,_,_ . . .. _..,____ -. .. .. ... . ---------... .. _--_-:::: . : . . p:: 43,6 IC . r. . ------·· -------.... -. .. . ---.. . r::24.S _ _,,.., ____ 3 -.?~. ¢ A:3Z5 r P:46-Sr. :4._-::>/A e A3ZSf ···-t.---·- -1- . -------' ... a .s l.'S( JL"'.6) • 5"-~ t. . : ...... ---. .. . . ---·-. .. . -l.O~,E, ~ .,--., .,-r,;;;1 . . . ·-· •• . . .. . . . ---·: ·· c .o;:-___ 54.5 " .. .\A •. 1. ....... _L/4-= .:5. 1:'.'.:.--:7-----~--~4 ~-A-" {x4J.._Elt..La..._· _· _ . :-~~::::--. ' :--~ --· 4 (. 'ft8) . : .. --:·-=~~~~~: .. :. c:us..s1:-r· -ra CCJ-.: · . ~.:.:··_-·.: P"c~1 1 ~4.5 (f?,S/?3.6)• 28.q" _: .. ~ ..:.:::.:. ·. ·: . -t'l = ze.11 (14--'-"t.'lz .1. ·o· a:.fll'I .... ·-·--·--·-·. . . . M C ) 4 L-, "·IN ______ +···--· ___ . _.;-___ zg .ct l6 ~ o.., .... ____________ ... •• . h., = 46Z.(4) ... 4 .. 1 k•"' Z(t41"t f' r.: { l -t ~-1-i; ~ 4. .!~ ~h-,-c.-= 5 4.S (~/%J.6}.; 4,.,z IC M.. -\-o.z: ( 4. s1 .# zos ~'"" r '-"t" 4, b:Z I to z z.~\ ~-·~ f"~ z.oe,(+) : 1.04 .... ·-. Z('?-C)'L .(r,.: 11.044 f t_~J?. I Z.'$ ·-··-··----· ---~---·-·-·----.. ····--... -----···-- , h. • --i ' -...-~--------·------.. --t--·-·---~---·---.. --. ·-·--·.· . . ~ ····--·-----· ----_________ .,. ----- -~----~ .. --r--1'-4 ••• r=x: 1 'z; x e¾ "> zCa ~- ----------------•. . . . I, •.. ·I-r,·--.JLS,..31'-z._.,,,-; ~ ,.,z_:..c:, ~ -·--------··----. ·-· ... -· ..•... -..... -· ----<:>-- -·--·-······----------------.. ---¥~---·····----- ------·--···---------------1 ·------· -.__ ---+ ·. -c . ' ----~ ---~ :_ -----·----------===*""' ~---~ --'. --~-7~--------~--~ ' ---\S~. TP-. _a_U:55_E:_:T ... i----L-/.4-.~--~ ~j_--~~ 5~_4,; ~---o-1/._---_---- f;;...~.=-~1:. 4(,qze) ~-~ : : : '. , : 63b· I t:_ ·__ ; 1 Ft . ' 6,,::) ~ """ 1-i ;_~ ,:.. L I',/:-;; 3L7.. k. : ' 71 i : f?:'r"! ----,-, __ ,._btJkl~-"OJU..___ ___________ _t__Y:._l..7.~0...t.-_,-~0.-c.::Lr"'---· ... ~ -r----. --:-__ :_/ __ ~ -:-· ·•· l-.l--{7 ... , --- ...• _,;. __ e:x_~(Z.~_=-.__4.p.,q~--_____ __ t.:{f __ !_o,_cr:-. . .. .. ·_::--~--~----· --~---;------· ________ _ -------·--·------·--··--···--------· -----· •. --_ .( ~==-: V 4rJ. ~ ~--l;J;f.-z_Z --.= __ SL 4 __ .. ------· -~-__ ; _____ ~_ --.......- ... 4.U~ ... -ra ... ca...=---~---_______ ,----·--·---·6.::.?..c~_'1 --~-i::s:z;z.t--:--t-o~~~e)--~--- ---~-\-~-40._g t -----~--~-r••~ l .. • ; i i ! ; i ; ••-·• • ___ t~t;___Ao • ..:tCJQl~.Aa_q_ ·t=·t11t _'._ _____________ .___ -----~~~~~J~~~ ---------------Ll~------ ___ .(~-40<:f .('1.µ_.3-... i t/ll'f ·-·---i ! i_ : ! . Z.(.t b) ~ ; ' . __ _.. __ -----------------------____ -..Jr,:~ _x~!".9.~±,J.,,.z %. . ... ~ .. L~-~12_~----= _____________ j, _______________ ..__ ______ ..---_ _, -----'n ~-A-.. .L/-.__q_z..s-::_ __ 4:"-c4-4~7 -~£::: , s fi6:._r.:Ll..4~~-e-16 ~.-: ____ __,_ ______ _ · · · · ____ , _:_114" ; ·1 L--~-~4: ___ · _________ _ _____ :...1f'.'A-.-c.-~-~-~~->.L--tc---------~-·-------~----- . ., ' 1'-Jr,.. ; : ----M-:..;:_..,S __ 1,.,._6S.d.J !:....3.4Pf-5. ~-___ --·-··----~--......_-~-----·-:_· ___ ----------.~-------........ --~----1~..: ... 16:~ ,. A ,!!1< _ ~ i1 & tt--111Y '!; '' i ___ i i 11 ·=':' . -_--.....:· ~~--.;;" "'LLu-=-;,~~-o. --v,,·· -·-···-t--r -----~-----~--~ -·: : ·:---~----, I ---·---·-----~------:34::Q. S:: CA-}.,r __ 'Z. .. \; .. .... -·----· .,.; ________ :., ___ ~------~L---~---~-------i---,_, _. ______ _ . z.C t e 1-z. ; · : . I i ---·-·----·---·---~ ' ... '.. -. "·---....... -........ -................ ....._ __ , .... ~------"-,,. ________ .. -t-----•----~-,--.. ·------... ---..... ' ----+---• .. ---·-·· -~---~-r ~-~ _ { '3-·7.~ 3 :,.d~---~:: ____ .4~-3"Z. 0.~---~--~-> ···--··-~ .... ----~ I f r-~ L ___ _ . , /.. . . c:-;~ I ,. , , ! i : : ' : ~.A-:,-Z. --~'Z~.-=--r-A. ... 1 _.f-y_,_ -~ -···-+..? -~---· f:.Il(..~,:--~------+----------1-_. -r-' --: i . t . l · ; f I .----·----.,__ __ ....,._ _______ ......_ _______ .. _~ __ ., .. ___ .!,._ ___ ,.. _____ t-_+---+--r--'------+-...,_--t---+---+-....-- -----·--.+-..-· ·----------·---.... -.. -... ---- -...... -----~ .. --------·-···· ···-....... ·----··------· -·------··-· .. - -----------···--·--·. _______ ,, --·--·-- Sf· Z.-4 ··13~-s · {~e:t-r'c..~t:.) ··-·--.... · ·· t+.o· ---··-------· ·---... -....... -__ ,. ·····---. ~ - .. ·o .. -... ----·--·--,··-···· ·-····-···-·· ··-·-··-·· .. ..,.. ___ _ .. ___ ._. ------.. ------·-~-.-.. ----· --··--- .. ----------------· --·-·--·-··-.... _____ --·· ..... L-Z7 .-<e.i::. l-- ... ·-" .. -z:z .. :z.1i:.-----+-:,--------------·--· 10.s ·--· ~ . ----·-...... -~ ~<-:: ~o . --····-·---· -------------'!'.:......----------. ---------------- --------------------------------. ------------------·----------·-·-···---··-----··--· -------------------· ··-. ---------------------------- --------------· ---··--··--------···-·-··-····--. -· ·-. --·----·---· _.. ...... _.,_ ·-------·---·-···--··-···· -__ ,. __ -·· -~ ··-·---. ----· --··-·· ------~ --------·-----···------·· . --··--· ----··--·-· ...... --------·-------·-·-··-------· -----------------------, ·-----·· .. -···----- -------------------·------ ----------··-·----------------··----· --- -----------·-··-------·--· ··---·-----------------------· --------···-·----·--·-· ---------·---~---------------· ----------------------------------- -----·------------------- ----------------------------- ··--··--------···---·------------------------·--·------·----- ------~-------------------·····----- ·-·------------------------ ----------------------··---·---·-----·-··-··--···------------· -------· --·----------------···--·-----·------------- --~· ------_ .. _~ -------~-----------------·-·--......... -------. -----.. __ -·-----------------. ---------- ----~-----------~----------·---· -------~---------------- ------··------------------.... _____ -~ -----------------------~------------- POOR QUALITY ORIGINAL S ' .... . }----~~ • J:bS.-eT" 1'0 SM: . L •izr-::' l'Z'?. II {,'* . . ! •. . ... . . '• ~ .. -... . t . : ,:: :·· : . . :. :_ ·.· -·.''..: ... ·_:. .. ... . . ·. . . ' I • ~ ........ ·-.... --. --·~---·· . -. -·· . BY /'.f? DATE 11/04 SF-I-.+ ---·t,., .. ---·-··" .... ·-··· ·---- " ~i~f : . ;:~: !~::~ 7 . .. . . . : ~""O:'T.;. .. 76, 6 i:. ) ---· .. ···--------··--··-·-·.. .... --·· .... . . .. -... · . ·· · · .. : · ··--~E. · ·ro C.LJ6Sei-. ·-· ... .• • . ·-i --·--. - NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS PROJECT ---~-LL.,. -:y,o.,,,.o _____ SHEET NO. k·Z.4'f .OF_ __L..41.~ JOB NO. -S~J.Q.. __ _ -·-·····-......... --.. ---·-·-·"·•·-· ··--- S3Ct--z.s) = I o4 "' bf/z..: sz.): .,, ... . -···--...... _______ .. __ _ · ."t' .. .,,,-o --~.L~ • ~--"'! · ··· · ···-·---··--·-·-· ....... JL .. ~ ... · ;,,1.,J"-.:r;··.. -;,;;:.;;;=.;:..;.__::;,_ '...::;~=...:;;;,:...;.....;.n.-.:::::-:_;_ . . ~o "~ . ... . . . .. . .. . . . _ .. · ..... ~::.:: --~<~ ~·-·;;.: ~ ~ .,., o tc. ~-OIO P~ .... ; \OL. t:_ . .·:·. :· . .-:.: .. .' _-:_ ·: ~: ....... -· .... -... .. r."'-""rc.-'"~· -~ "T" . . •· ................ -. . .\~H~ 17.Z (G. 1::: .67J ~-JN L/A::: 104. ct1s 7,0v . . ..... . .. ·: .. :.: .. ::.-: · · >"·< 1., ·. "_ ,.., r,r,11 . .4!.ert.e) . . : .·. · .. · ..... :~·: ~ ~. ----·------4"'-• ,. '-• . .-~~-----··-, .......... , __ ................... -·-·---.............. ---··----·-------.:.:· .. :.· _--. . . _· . . . i..;~~ ~ . : .-~--· : ~ ... :·: . : -~ :::~.--::_:·~-. : .. t ~ /_/ (;1),.._ ~ Z,"33 v,.., . . .... : : . : : .. : : -~ :· :.::·: . '-#·.-;,. ~ .~~1~4-'~ : . : . . .. : . : . :.: . : :.: : ~ .... -·-~--4..31-------~ .. , ... _____ ;...__ .. _. __________ --.. ---··-··-·--·-·---· . . -·· . : -~ ;~'. . ~'3{/.~?e) •4-6~ ;tt~ ~f"IL'-C .. :·. :·: : ~--~: : ~: :· ~ :··: ; ~: (,...,.4.,3 ~IN h; 4-~ l~~l8.., 4 .. 61 'Ao .G"-5/r, FILLIET _ ..... ~~--- • NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS BY /'f12 DATE 11/14:/fl+ PROJECT ---~L.:lQ.9.Q.. _________ SHEET NO . .b.~ OF __ 13f· 1•4 ______ _L.fd.f,:@1-JOB NQ. __ _!~1'2_ __ _ --------..--· ··--___ ., _________ _.,.__ .... ____ ·-.. ··-····· ...... ~ PL.. ~ 6r()u.d F1a(r'('~ ~ ~---6({.31 l t,n.o" I , ... l I 1-·re..rs.,,,s111'1g {Nt1& tFU~ · p ... 11.0.t.) ·------· ·----------·· --···· ---·-····· ····-----· ---·-. !'· , .. •······-·------•.•• -------......... -· ------------··· ...... '. ; -·-·--·-·· --.. ·····--······· ··-· ... ~ ~-~--~=~-=~:~~ _____ · __ :_-_-:_ · :.~ _ ·_ :· · -----·----··----------·-.---------------··---... '. __ ----· ·------. :· _: __ ~_--~-~~-~--~;le~~-.. ~!-s~~-· --- -~~:-~-~=-=.:~~-~ '. .::~~~--~~_R~s ~ _ : ·.:. :\J~f:-~~ .. s:)( __ tA; ·: '· · · .. :· .• --·--::~ ~--.·.: T-=:._6'f.3/4.: 17.4'-( _;. ;l,S/0 ·.e -:\.::r:·411·,(' . . . •. , . -· _ . ,. . p-.1 c:IJO.; • ·.:.:~. _· __ ··: · :·vJ ss.3/4.:: tz.at -z ·~· ___ .... __ -----···----·-----------.... -······-------.......... ____________ . . .... ___ . .. .... . M.s ... -~~~~---~--~~~~--Vil') ~--_·:. :.:::::.-::. .-A(j ... -:n (1,zs)'Z/4~· J.Z3 •ti' -t:.--___ JB".,J • ,'t-Z... -·---·····--····· -. r 1.:53(i4) .:·:.: :·.::·::.·.::·_-_-.. . .. A.t.-= ~15 {1.~) ... "l.Z IN t. -=·r.•: .. C/)16' i~ :1.s.z.1 ) ~ ~ 13. g /.r.z3., rr.zz. t~, ~: ~-=-to,0(1:37,') A l.13 t5t' -. . . . . . . • •• I • •., • •·• -• • •• • • f't.• '"Z6..; l.8· (li.t?.):-S.S #:-41' {L"S~)-: 7. 7 t'~· { A\~C _Tti.. 1.6:~) . ___ . ... . : ;.7(1:z.3') 4 J1.4,..-,. Hti ·-· •... .. . . . -t"f'7sJ ... , . ,,,, 0 1'-. . --... -.... _;_·-··-·-· ____ ...... _, ______ ,,x.,1 ... "m,s.A.~ Iv,.. . __ -··--· _________ ,.. _____ _ f1: ttJ~O/ C.Z~" 8.~ 1:.:,,· : ... ; f-t,_• :t:,-,.a (s,13) .. 11.4 "61 (1.337.,. \G,1 ~1· . . : l s.1 ( J.z3) _.. \B~ 6 k ., {'1, 4 t. ... ,, o ~ ---------·-------,.-----... --~--------··--· ...... ---·----------------t---.-_-_-__ -_·-.. -.-.. -.-.-.. -! --·--:. ~HE<:~ ,oM~ e°e:$l#=i1"~!;: F.-• \. \0 'thi ----·~-.. _______ : ___ 4.,. ,,, o) ~ l,(1.-zsl= 15'' .. ~ -~~ ~-,·s",~ ... i·~< lrl I A· l V4 N ti /.3<fl ,A.S; .H/ z -It '!i< \'Z JC 114. Ac_,. 15{1,1.!,)., ,.,_ 1~ 11'4 & · · .. -' . . .. · ... ~--1t-z, ll.lc){18.1S)c lo..3(1.3'3)(10/1.s).:a_ ~.l3, I0.3"' ... :. CONUZf'tl!' aO'lf~ '{j~.-~-\3 k Br-1-1 • -~ ...J ........ ·-··------ l.<31 . . . ... ... ... .. / -·· ·-·· ---. ---------·----.+-7====;:i!~t=-==~----q--······ --·-·-~-~= -:: __ -·· ----~=~ : --: _ :_ :: _: -~L-~: t ~-: __ .ci~i:£i; ;;~-~1i1~~t45~~ _ -[ Lrl'-'"<l __ t=g_t~"'"";;-·~~.!a-t«:\. __ § __ A 13> •. :_.: _____ .. -2~-~-l:t::.---L~(~_tS.''" ~~ (.4:-:l.~t ~ -,_~.~ ---I •• J.i.SJ-----------·----------------------~ . 4..C: tf 13 ) + . 4_( q 13). ::. ·13 0. "-. . . ---i-__,,__..:...,;• L ·\._ -r1:14s:•·--_.,L,_ ---• 0 " -·----•-•-• ----· ---· _.L«;~~~L ___ -1:&tc: __ Z:,-.s:.i.~-h:4 .... ~ ...... Jhl:b.::. ~----·-·--------·----------- ... "~ __ l66-... 13 .. 0. ~--~.3.0lc:. -·----------·· ··--------.. -·-·-··-·--·-···-·---------· ·-··-·-···-· ---. -~~:C..-~~_.p __ l-{,t1:L~~--.. ---:q~,P/~?-Q$ :.. 30.-~-~-.. 3.'Z... ···-··; .\ b . f.il .... ,Ar-l~LE 1 €A:_.sl)?f . -·..:. ·. :: ....... . ·------... -... ----·· .. ·----.... ---·---· • -· -· • -· • -·----••• .. OMO•--· ..... ·-··1··--·------··-· ··--···--· ···-· ...... --·· .. ·-·--···-··--···-···-......... . =~=~~---=-~---=---·--___ · ~i ... ~-v~-m~~: ~~--.. l---. ~~~ =-~.-. ···---· -----------·-·· ..... -_______ · ---- ----·--·-----------.... ·----------· -..... ··--------.. ----·--·------~------=~13461:\.Fe. ... ts\.ts ~.l.~s:~Y'l/.4.:-.f!(.4''~,4.~-- ·----................... ·----·--·----·--·····--···-----·--. .-·. -. ff:. S'.CJZ..Jt.l~ __ (z.-r~J---------···---·· ~ .. -----·-·-·------------ ---________________ ··-. ~ >---------______ ~~----------·-·----_/_t.) PD =--------;_., --/ ---------------I -----·-----------------------~----···· .... ····-.. ---·-··-···--···-···· ·: -·1··-~. --·· ;·-;··-~;-----.. ·---···-------·--·-·· ...... -.. -.. -----------··. . . --. ----·-··· --. ·-· ----···· -·· --· l-;··./-;-:' / __ ._ / .-.. -...... --.. ·-· ---·· --.. ·---.... . . ----• .... -....... -....... ·•····----·•··· • ,1·· I.-, .•.• ,_,. ________________ • ....... •·---·--•·-· ·-- ··· ----· .... -----.. . .. . ... . ~ .. --··-----__ ,......., ____ -· .. -... ~-.. . . . . ·-· --·-·---... -- . -------·-----·-----···-----.......... _____ -..•.. _ .. ----------.. ----~------·-.... ··--···--·· __ .... --·· ·-·· .. ···---·--·-------------------------·----------·-----··---.. -· -· -... , ____ -·· -..... NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS ____ I:;:: __ ;;;: ___ =.=====================::;=::======== · •. . :_~. : BY ,$-DATE 11/&4 PROJECT ---,~~,.~-0 ...... 'CJ..__Q ______ SHEET NO. L-3-z. OF-·· ~-.,........ JOB NO. ~'1·15\~ [3f-6'i. ----------------~-------------······· --·-~30., II ~ ---·· -. "-·-----·-·· --·· ... -· . . -··· ·--.. --~--··-.-·. ----11----------------·. - ·---:-··-·----.: :::.,.,,zr.. ---------,.f! i;J ., ------·-·--.--,;,,. ---·------··---------. ·---·-----··· ··-------··----·----· -----·-······. ····-·-· --·· .. .. -_,.., •• I -•• •• •• ··--· .... . -·-· ·--·-..... . . lrli4ll<:[~ll " 4·3'4," A3ZSf.' -··:-····-· -. ·:-. __ gge:_ 1V c~s: .. •• --··: ·-· ..---.j' ·-·-· •• •• -·--~~=·-=· ;_~·:.::.-:. P~ -w. 6 11:. ____ ,.:._..;._ ~--·--Pi . ,: '(I -zs)~ 3S..3" -,------·· ,-·-· Qc& 30-01 • ::.::::. ~-= :. _: ___ L c 3 0. 3 ,, Io. 3 <N7 IZ. LI 4-= 3 .. :::.:--=.-·=:::._: :.·. · ·_ ... 4t.~e) _ --·-------. ~--~tlT6S~ ·,v·-~aMN: ·····-·· ·----·-··- -. . . ~-.--::-:_--:_-_:__=:~ · · · ~ ·:: -. "5·6 .3 (1z.~/141 z · z tt. 1 " ------------. . ,. "'~ ) oq s"-'"' l-"Z. ,, .. --............ -. ·-. . . h:=;t:::=====~~=====+ t -. . . . . ... . · ·· ·· ----· -P. 'f/!!41 0 1c . . . . . . .. -. -. .. . "' ..c.--' • -~C1 • "t .. -·-··· ....... . . ,. ···-. ---···· ...... -~-···· .. ···-·· ... -... -.. -.. + ·· . --·---·-----. . -·--···· -· -··-·. ·--. . . . . ......... -· .. . 0 0 -------------------··-----.. ------·------·---,.----• ___ .... ,, ___ ., ____ N_O --·-·····--------·-··-··---------------------- . ·----·---· ... _.,_.,. __ ........ . . ' ··-. .. ... . . t1 z "Z ···-l '-, .tt z . =~=~:.:·_:__. . . r"-( ~ _ -zq. i / I?.: t. 44 ~/IM . . •. . . ... . . . . . . .. -::--··-...:___ : · -t:. --, ..-11!!!(.4) ,z ·a I lb/lt1 -· · --·· · · : -· -·· ----· · -- . . , ___ i:.n.,Z _____ j.¥3.•• J ~~ -••. •.:L ·-· ---------·-·---·•. ··--------------·-_ .. _____ _ ·-:::::.~~:: .. : :· . _· . . "'Z. l 1'?) "t. . . . ·. . --· · ···--··· · · · · · F Yz .... ? z. .e13 :···-·:-·--··· . • . . ~ z , .-1 -t Z,4' I : '3. c;,J ·······---...... :.. ... -···-· •••• l (; LJSSeT iO BM : " . . . . . . . . P"'= .'3ft1.(io/f6)..r -Z3.'f · : · · .. ~: :.: ~ · _ ..... ~----1-~-,-;w-:ar---:r-.·_-n-tA·""""~-r-n-r.·r·tt-lN-----------------·_-·-· ----..----_ -. -· ._ .... • ' • • , -I • '--'·,. 61""-> I I f.l' f 1 • • • • -• ., • • • • • • • t .. r h : Z.3.q /11..~ Z,O t./ft-4 ...... -.... ,. , • -i . . . -. . "'..:-I 01. 7 {A} : t .. S 1t-/,"' . -. .... . . z ~,-z~ ·:· __ ,... ... . ft..a '1z.o"l-+ 1.Sl-: :z.e 11-/r,._ n-~-r..s/.4.?.2$:::. 't.-7 ~ U~i!!" -:1/" ~J\l'Z., r=t1.L.~1"-. ;: . -----··--··-·--·-··-·--. -...... -···-·-· ...... -........ --.... _ ............... -·· .. --·····'"-.. -.. --------~-------------... ·~----· • • I .. :_:~~=~-... ·--~~ TO C~.: . . ... ; . . . . ··--· _ .. _ ... • . :--~-~~;-~-:-P~bv\.~:.(~~O~fl.39,. = -~3-.. ~~ l~ 4-3/4"a, A~~~:~~~->--~-~:: . .. .. . . .... .. . . . -.. ~ -· ' -......... . NOWAK·MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEEAS -·-·-··-··---··j:::;::================================ • ·. : BY # DATE 11/84 PROJECT ---~....,0:..:..1\--'"'7--0 __ 0 ___ o ______ SHEET NO. L•S3 OF __ -------------~IZ'AL JOB NO. 94,tS\e, .. ' . ---·----------.. -------------· ..... ·-·. -·----. --_,_.,._ ______________ ., __ _ ··--···--··-··-----------· .. -·· ··.,.-.. ···-···-----------·--· ........... -·····-.. ··-~---... • • • • • , •• I •••• ••-•••• •·•·•• -··· ••• ·•• •• ----·--------·-·---.......... . ---..... - .. . ........... ! ... --· ..... ' ____ ,, __ _ ......... ...... _ ..... ____ .. ___ ----------- ---···-·---·--·----·-- ....... l. ·-. ~ et. . "'" ••.. "··-••••••.•.•. ............ . . _ , ... r-= _-.,i:,.6 . . . .. --·· . --· ....... . . ::.·. ·.• ... :::·. ·:. : ~ _. -. . . . " . . .. ~ :. :: . : : . ~ ... : . : . ___ . .., ______ P..0it<6letll'-'!._S6.& C1.zs.l1 .• 10.s ... _____ :_ _____ ........... -···-···· .... _ --··-·--· ·-·---------- --~·-•• • •••n -• • • • • • • •• • ,,. ••• • • • •• •• -•• • -• • • • • o • ··---·--...... r..J.7~·~ ... ;· rq~r --""?Z.O ·'-/4.2!:>,_ use: l/.!f-~s~(~4)f'1i..~:.·::·.-._:.:·~::. ·=-·· ... ·-.... ' 4 ,4-ze) . . . . ........ . . . . .. . ~~·:·· {s6·.,-s3,+JL1t.s/") .. :z.s:" · .. ·. ·.: -: ~::·: ~ ~ ~::. :: ..... :_:·: .. :. : .. :·<·~. 1~ ~ ~,c· {. 'l . ""8. ~IC. ....., ;o·g/5,).:i ,.o11,4·~·lf'f " . ' ... : . :··.":: .· .. . ·-·· ·--·-. ~---·-'-'·l-ta;__(.~6-6_+ _ _,....,._:'I. I~-Jo. ~--o .oQ ___ ,,_ .. ___ .. 1 . .1~.(:.a, .u .... .:>"'I -·-· ......... _ .............. . g ~ TO l31!(1M ~ . . . ... , ... ··-··· .. .... . .. . .. . , ..• • ...... ••.,I•,. r'n.. 68.s I zq. t.'31 a:/tN • . --j ••.• •. ·--• --.• -. • . . . -, ....... ---·· --..... -. . . . Fl~: 3A4'4) + ~ = .ttcJ v.{,1-t · · ·--.. '. : .. : '!c'Z1'~·--·-·M·---·-·-··-·-~ -·----- f"r-: ~?.,.'?11'+.'td'-._,, Z.5'1 .... ·--1 ..•. --· ...... -.•.• . : ... I . . . . . . . . I ..• : -..• ! .... -. • . ... .. . . .. . .. .. ~ ......... .. . . . . •· . . . -. . . . . .. f\.:s t.S4( -4Z8:: Z. 1"1. . ..... . -. _:__·~-; -··-·------... ·-··-·· -··· --···. ···-··---·------- .. . . -.. . . . . . . .. . ··-.. ·-·· . . ... -. . ....... ---·· ,·---·-·--. • ........ ··t-............. -.... ,,. . ........ -· ··-···-... • . . . . . . • t • . . -... .. .. ·-·· • • . . . .... -.. -..... ··--.... ' t .... -..... -.......... -• --·--•...••• . • i •. . . -· ..... +,. •.. --.. . • . ~ •. -...... 1 .•..• -....... ' ..• NOWAK·MEULMESTER & ASSOCIATES CONSUL TING STRUCTUAAl. ENGINEERS -·----1================================== • · BY #, PROJECT ___ _.l'=o=l.:...1 _7""'000:c.=-;; _________ SHEET NO. L-3,4 OF __ ______________ __,l_,A....._t .. ~~-·---------JOB NO. 84: (SJ() __ DATE ll/~4 • 1,.---------·--·-··-··-------·---:--------~ -··-·-···-... ·-·-·· --------- 6-.C-S 4-~oo,:-: --~-·---..... ----·---·-·-·--..... " ·-------·· .. .. .. ··---····· .... ·-------·----·--· ~============f i • • . ! ! •··-·•·•·-•-••r•·•··-··!-'•• ,•·•-• • . .. : ~-·. . . ·: · ~ : //\ . . : . . . . . -----····---···--·-·· ·--·---------·-/:_-,--:,?\-·--·-·-····-··-·---- t. z-1 \ · . »r ' ----------- ....... _ ............. _ ~ . --. ...•.. ·····' ...... _ .. . . ... -.. .. ,. -.. .. . . . . . . . ' "--· ., ______ --~-------· ·-· -... -· -·--··--· .. .. -··· ----......... ----· ... ·---. ·-· ·-----·--·-----··-·· .. ···--------·· ·······--.. .. . . . --···--·--···· ...... .. -~-~·.-~ ~-~·~·: i ·-_· :.·.a-M To CU$€"1": . :· ::·::.:~-:·:-_·: :. ·. -~-. . . . . . t .. -··-···-· ---.. : f' .. :3(7. 8 . • ~.~--: • .-: .•. ::~ • • f'c::,es11::;i-ti ~0.8(1.2s) = 38.S.:. ---·t--·------····--·-··-··-------·------·--·-·-·---············--·-----·-----------...---:·.-:-.~·.-~·~ ...... -=::; ·_· L: 39'.5 = ~,o.4" · L/ 4 • z.6" . us~ i" ,,.-1/.t'.'r11..u:1. ~ '9-- : · .. 4l:~..... . . ...... : · · · ... . ..... . !'P" ... C:$o.a--za.1) tit.s/16)~ z.1 ~ .· . • • . . . . . IC. --····--· .. . . . ~ Ph= (:301S +zg.1) ( 10/ 16)-= 36.'3 . -K•~ M--'36.8 (A)~ 14-7.Z -·-· ···--··------·-------·-···------·-·-·----·--·------·-···--·---·---···---·---•· ------···---·---·-------- G LJ5SfT -ro St::AM : . . . l'/'I ... f'h.. 36-8 /ZS .a: l.47 . . · .. : . . f\/ a . 141.~(4} + .~ : . SSS t/t, : : : : : : ·: _-· · · :~t-Z~l!::."--ft,~·-----~-·~·--:---:-... '"'." . -+------- f"r" / l. 4, \ ;;511;,i... r: 1. 51 1/,1\. n • t..S1 /,~Z.~.$ I. 6i . . .. '. .. . . -~-......... ···---.,.. _____ -·----~ ._ ... -· -.. ·--"'··--····---· -...... --.. -------......... -·-. ___________ .,: .. ______ --·---···----·-__ ... .. ----·· .... -..... ' . . . . . . . -.•... -· -· .... _,... . . . . -·-.... -.. -~-..... -.. -..... ,_ .. NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STR\JCTUAAL ENGINEERS . ---··---.J============================ BYlfb DATE 11/f J.. PROJECT ---~---b ..... ll-47..:::()...:<26'-"'--------SHEET NO. L• 3> OF_ _________ -----~-i!~~-L=-------JOB NO. 64-1510 -·----··-·-•··· ... ·-··•···· ...•..........•.. -· ............ .._ . .._.1 .... 0..._N..._....., .... ---·------·----+ Bf-5: J9 \ . .-p/ .... ····-. ···-· - . ···-···· BA.SE t=t· 1119~15-'15~ s"' .. : .... ·-· ~ . . .. •. . -·. . . _____ ····-· · ·--· -··-·· · --·· 4-. 1 V4." ~--A,B .. _ · ---· ... U} . .. . . .. --·~ .. -.. " .,. --· . . ---··· . . . . "3 I _. . .,., I !:J" I t.r..t=.r:e,,,-· ....... . :::=..~:::~.-~-..::·· ,.·· ---"l~-H~.....-:±--++----1---··_· ._.'l=-~4_. _.111• .c..,u---,, .... , · .. -·i·---· · · ~-~·.:.~::·~.-~.~ ~·--·~---·-·g·~e:· ·To 61J6SET·t ···-···-1; ·-·-~' ~__._~-~->!. ·-·· ... --· ·----.. ~ ·::·-.·.~:.-::-.:·.:-: ~. · .F0e6:: 53.4!{-ZS)::: 66~8 ~-+------"--It--r-e 1"~6J(:: .. ,· ·····-·······. . -·--· . -· -· . : " I "' ,, L .... 66.S :: IS.o L L.:: 4.S ~7 5 A(.'<Zb) j u~~ 1/4.x. s-C x4) A\...+..E"r ---•·--····--·-·····-·--······----··· -·····-·····-·--·. -······ ... ··---··-···-·· --....... ---·-·--······-·--·---·--·-·---············-········ ... . ~:~::.::.:::..:·.·~. . C~ To Ct7WJMN: :::~:~·-~~~~~·. . .. ·.~-= 5~-4 (l'Z.S/f.l)• 41-1 ~ ... M~ 41.7 (s)a ttJ8l3"t.·tH . ~~~~=~.-~:~~~: : ·. rrhc 63.4 C 1olt6.); 33.41::. -----·--· .. -,r::-:y·-~-;.,__, .. ~~xz:.1-=··r 3& ~l"'-···-·-~·-··· -·---.............•. ~-·- ·-··· · --.. --~-·-. IV . .,,-l•l/(.1~· . • I. _ . ·· ·· ·· ·: ·.: .. : .. :i · :: .. fi. ~···=·3~4· zo~ & !4) -. z ~ L ~,,1-1 . . . --. -. ' . .. "'--. .;), + g_. ~·--• -, 0 · · ··· ·· · • · · ·· ··I Z1 'Z.( I 5,z.. . : .·.·_·:_:··~ · '"· J1.34.t.-+z . .t,.,~ -c: -J.3 "t./N_ ;n-= :3-s ~ V,t"Jc rs .. ~1u..e-r · ·::: > _.:.:·_ .. ------·-. -------·--·--------··--··---··------·-··-----···-·-·--·-···--·-· -----.. -···------... ·-----.. -__ ._ ___ , t•""l~ ft~ .. . ' u, . . · ..... : . : . : : . .-. :·.: . · .. , .. . "[p.. en ..(~-" 1.ohz).: ,4 r . . . . . : : :· . :· _. . : : .· : .... . . 11.. .c.r,: ~;~i. ~:,: _t/11' .. : : :·. ~: ...... : ~ = :··:: . ...,.. ~ ~ ······ .... ,. -· ..... . . . . l<'l . . . ' . . . . . . .... . . . . ..... . ·-~ . _WJ_;~--iQQ+?f:!7-.. ___ ,,.V-_....,_,. _______ ... ________ .,_: _ _;_i--. :. ~--..-: --· ·~-· ~ere,: t• A I, · · · ·· · · · · · · • ; · · · · • · . . 1-~(Z~) : . : . : : : : ·. . : ! ~. :· . : . : : . -•. f •••• . ... . · .....•. : ·-----··--__ .,, .. -.......... --------________ , ...... __ ..... ,.. __ ---· .... --· ·---· .... ·-----.. -----·---------· . -...... . ' ..••.•... --· ···-.... t ... .. • •. ... • ..... •. •. • • . t •• •• -••••• -• • ...... -• .. ...... . . • ... ·-...... --t .. -........... ... -~ . • ... ,,. •.. --• ~ ··-.. . t • -. • • .. • •... ·---~ • • • -· .... • • -• l NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEEAS •• BY 74(!;, DATE II fi~4 PROJECT ~e!l.__1_000:~-------SHEET NO. L'"'3' OF_ _______________ .J...,A!.~~41... JOB NO. 84-\510 .se:-s: . ---· ·-·-. ·--. ~-I&. •. P•S6.~ ·--·-----·---------·--·----t·---- P"a -42.7 ~ · . . -·~ .. • • .... -..... • • • -·· t• ·-·-~-·-· ... .. •••• -· • • ...... ~ ~ --·····--_____ .. ____ .,tr' ::.-~.:·:~= .. ::~~-·: .. :. ~:··~_::··s~e -ro u!J6$Eli . z; 13~ tt. i-'1J .tlZ.~t.8 U/. .. ·.: ·· · -~-~---.:~~--~:::· ... -~ ·.·: -p~.i.·-=-56.6(i~-~)-~ ·10. g--~~: . . ··.--.---·· -·· -·:·-:4~-~~----~~!~~ : ....... ·· -~~- . --.~~-=-.. ::: -. ;_ ·_:~:-.::L~ -,q·s: _· -~ 1s:, ...;:y ,~ L/ 4.o= 4-~ I· :U6f:·· S/f6 x4-" ( x 4) fl_LJ.rr _ ·_ :_·_-~-: ..... · . _ :-_: ~--_ ·_· _- : ... _. : .· ····:--:: _.s,<e~~~ ~--· ·· :: · · -~---~&;. ____ 1a.s.C.1z . .sl!,)~. ss .. -:?i"' -.. . . ······-.. . M.4 SS.3{4,5} ... Z:4S,'l ~~ --· ..... _________ _:_ ____ ~-~--___ _ i .. -·. . -.,_ .. . -~ = ,o~ g (1otr,),. 4 4-,3"' . ~ .:-::·.:.:=·_ .. _... . . CU.S6L';.T 1"0 ,OLJJM i-,r: . . .... .. .• . . : : -: . :.. : . ~-: .. ::~~:: __ ~:~~--: . :· F"v.: ~6.3/4~ • t }:: .LS4: V./1~ . : : :· .:· __ >~ :-::,:· -~: ·: : ...... :.': __ -·:· ::.:-:_~--: ·: ··-· ; f'"'-= 44.i+ z4 e,1 C4} ~ · 3.11/-;,, . · · -· · · . --·:.: : : --~-~ :--· ·:. ~-·:·. : · __ :· : :: ·_ ... -·--·-·.. -. .. .. z.cr:s-1 .. zt,re;fS' . . . . :-·-··· -·. . .... , ~--·-·· ... -. ---·~ ..... -:-:·~--~~-~-::·.. F .. ~ f 1.8 4~+3.1-z 4:. i,13 n .. · 4.t3/.'lt.~-: 4.4S ~ S/~~15• f"l~Li:7·<· :· ~ ~-: __ ... : : :.·· : • • ... ·-0# ........... -• -··--_____ ., ·t· .... . • • • • • -• • • . • : • ... .. •.• ·-• .. .••• f. ·--···· --·-......... t •.. -. ---·"t"H~l:-· A t!-7N .. COtt"eF-TE• ----------------·---·--··---------·--------·------:.~ ::. : ::··:: . .-~--; . . ... . • : . . . : . : .. :· : .. : : ~-: !:: .. .: ~-: ~ -: -~ :~~:: ... :·.~-: --~ •..• -.......... , . t::"__. I. lO .,., I . . -.. ·-··· ·"· -·-····--. --.... •·-·-· --. ..... .. . ....... ..... . ........ t· -··· .. . . . ... t .. -. ... ... ··-. -.. . . .. . . . •. . • . . l •. --· . . . •. • l •• - -~--~::·.:.: :. .L .. ~ 1"?/1 c.-)_. 112 " --· --·· • ~ ··-•.•..• -..•• -.. ~ 1.-v u .... , ................. -.... , ....... . -... _ .. ---...... ---+---Ai~ : ,·a(J.!.SlLt7. ~~-~-----------· ; · . ..... -t •.•• ' -.. • . . ~ •.•.• . . . . . . ........ -.... ···-.. ~ . . . . ' ' ________ ., _____________ ,.._,._ ______ _._ __ -.......... t ..... -.•. . . ; . . . . 4 . ~ S£ 11z t 1.10)(!11 ( fit1.:z3).r fS.4 4 ~ ,s.4:: ,,. 6 ii: 7 ,o*'::,t ;. "t. ----" .. ! -... -.... ~ .... - , . , • ·• -I , . , . · · · · I ·-• IJ6f: 4-,·~ "tt, ,l., . . ... : ; ·:· ":· SAA€ FLA11:; ........ -. -... . --.. _ • . .. i · --·--·--· r,.;:;,;;·-· 4o.4 / c~•tn· . 1C1 u.r .. . . -. ·-·------·-·· ...... · ... ____ ,__..., ..... __ , __ ...... ______ _ • • I • si M ..... ,~c,,Y~-:r.4-z." ~.,. y 3.4t,u) : .. so ~ 1.1zs : -"It:- ,. "!3C'tA ' . . -. . . . . '. ! . . . . •. . . ' . -...... r ·-·· ... . .. .. ... . . ~ .. . ·--.--· ... ____ . __ , .. : . . ~ .. -•· ··-....... ·-.. .. -. . . . .. . ' . • .... ··r -• .... __ .., __ . -..... ~ • • . ... ! -........... . . .. -. . . . .. ·-.... -·· . -- .. . . -. t ... --. --.. • BY /f2, DATE H/84: NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS PROJECT __ K..a.t:J=:U.. 7000 SHEET NO. L·31 OF __ ______________ _.L ... A.:!fE:~.k ---------JOB NO. 84-1.$10 ;_. :~~: 8<:°=0F) ···------· ·--· -ff-~·-·cp . . -~~~ ----Cf) -~:~-:~-. -.. . . '-= 100' --,. -----..------~ +1"~30\..1 P~ a:3,4 "' Zi;r . .s ,o&t ~ @ P=z4.o r. < L-13 -~ L·l4 .... 4:?~ "(J . ""("': 60. l i:: / too ~ • 6(} 1'/fl {oe Z·HSAS) Pi-= 0 -~~ "60 J. 60-~ '36. I' -----···-··-··-------· . . .. .. .. . -----·-· ····-------··· ----- ------··-·--··· .... --··· .. - ··--·· -· -~ ~ ---·--·-~--. ' ------..... __ ... -··---........... __ -·-· .. . . . NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS -·------·-ji:::::==============:;:::===============- . ··: · BY /11, DATE II/S4 PROJECT ___ __.J<-::.oP.:ulf.__1.6-':t/OQ'"""'""' ..... ·------SHEET NO. l.:-3! OF __ ---------_______ _,Lb(£-=. eAL JOB NO. 8'4-15!0 ----·· ~-... __ ___,. __ . -··--~ --···---·· .., __ -· ..... .. -······----·--·--·------------------------------·. ~te, ~ L.lr-le ,.~ -':1 , ~-6 P-=.31.0"' (~Ee L-1~) .t.e.~ ICV ( t-H!:,.&.6) cz. 1-1~4-) ('Z.-H=-A3) · ( "!-14~ A'i:] . . f'q11aca-.# l(l.3:>}(-..61..-!5,S" fqu ...... ~ zo.'¼ fq,rw,= 15.Zir. Fr.11t.c.w • 10.'ttc. ~ Mf!.MBJ;E!: 'i1Z.'( 4.:dZ 'I : f,=-,.-~s , no= 1.s, e ... 1.<a.ic\o~, $:. 13. & ,· ···p~31.z1L· · ~ .... · "···:· ·· ·· ·--:· ·"···~ ········-········ ·········· ___ · .... .:.. ____ ._J~• .. G,('.'.,c,l6)(Z")1/S . .i: ..• 4.£5C?_~~~~--· -----···-··--··-·-....:_---···--·--· . . . . . . 44 ... -Zl-9'3 ·:: :.~ =·.. <.t,-= 1.t-4 . . . . . . : :·: :·.: ---····-• . . . . V ~t, 4 . . .. . -·· -·· ·-····. .. . ... 1-z: __ r,.o, -. . . . ......... -·· -· .... . ·····-··-·-· ., ~:: 1-4, "6i · · . ..1s/' ·• · ~ / = , · -t..1.-u -t · · · ··· · · ·· ·· · ... -··· ··-· . . · "' · · Y1,s .. 1-v, "-"' . ve. h O . . .. -.. .. ... ....... · -·-------(i-= · 3't~.s-j,n.t.s> ·-.,.-~ 71 ,G..{ ·· ·· · -------:. . -v.r, ····--·-·-·-· ·····-·-. . . . · .:.·:~::·:.:·. . r,_... A-~oC,1.)/13.e-= & ia '",.. -l ~ 4;tf'Z ir I :e~e~~ . ········.: FOe'.. Oe.44 e .1-1 t-lt; D-t 4 ----~ _____ :..E.=2.4. 0 ... (. -~E-.. Oe«t. ~ L:: o' y.:: -Z'f/4'3..: ,$6 w/ft L ) (z.-!,i£.A.-4) Cz~l-l.6ta) (Z-~AZ) srz-z1G IH_f ~ ·-·----···· ~-·-·· _-·. ·--···· ....•.. ..__ ........ '< ... \ t. .... ___ "-: .•.•.... (:_'='"-1S)-= 4,41. f'-.1'{.Q:r, 1G.1 , \o., 1 6-1 , 1.,5 .. . .. . .. ' .... , . . . .. Df!A4' ~ L\Nf :3 : · .. . . -. . . . . . . . . . . ,. f'::: 3'l,~ 1t (, s.&:e L..:10) . .. . ... . . ,t";. 14-C' . . ... ----------·· ····•· -··· :: "'3'6·Q /1 Jl.~:a -·. "?111 --·-··-·····-·-·-·---·-····--------··--·-· . . .. . -i ,. I -rv ._..., . . . . . . . .. .... -·. . . .. • ··i::o, . # -tA I . .. . . '.. .. . . . • • ..• . .. I~ L.-.1,, . . . . • . . . .. . . . . ... . p4 I',.: 'Z-$~~" . r=7e a-= t:z. G... · · (:z._ H$A sJ . .. ... :. . .Pt:~· 1,.1" cz--H~A4~ .:· ... ·:·:: .... . -··· __ . __ -···----·,· ~~ ;:·---, o·tJ 4: . ··-· ..;_·-r·-,:;-··uz-·~-:. . -----·-----------------·· . • . . . I e w ,,-. '-f'l..:t v . re.·~= · -S.(I""" ; ( z. 1-{:iA'Z) r • ..... --• ••• • ....... ~-. . • • • . ! .... . ' . . . . . . . . . ! ... . . . . . . ' -. . .. -. t • •• • I • • • • • • t • . . . . .. -.......... . . ' . • • • . • .. • ••• •· I •.• --; ... _.. ._.,...,. ___ __..,...._.,_ .. ___ ...,..._ ________ ~-------------• ;l:P • •• . . . . + •• . ........ ........ _ ......... _, .. , .. --······ .. . . . . ' . . . ' . . : . : :.-: . . · t : : :. . . : :. : : ; :. : . . . . .. . . . . . .. . -· ' -' -----....... -.. . . .. . . . -. . . . . ·-. : . . . .. . .... ; . . .. . ' NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS ·-··----·-l=============================== BY !fl DATE It /8Je PROJECT \{qLb 1¢0.~,..,------SHEET NO. L-o"(·: OF_ _________ -------=~'Tf:UL JOB NO. _____ _ _ __,.. ...... ----P~~ .•. (i:1.a,~) <. LINE -e: L6 lo:\ ........... f'.:_._31.-z)t.-+ f4-1t..::: s~.1". •t.-, . L.-11 'f'.: s,.,; 1oq ... s~ ~ ..... 60(.6-Z.).;. '3(.z."' ·-·· .. ·····---------··~--·--_ .. SF-I 0 Ff.:31.,k 'I/ ~ ---,. 4-1"0S l!a..'T.!> ............ -............ © p.::zo.a"·. ---·· @ f': 10.4• . . · · · ·· · •.. _ _;.~ L.lNf D: •... ---····--· ... _ .... :.------·~-,;~;~@) ...... _ .. ____ .... : _ :. ·@··-~-s.o~: : ~-:.:~ .. : ~ : ·'. . . .._: ·~-= .'f3 ' · ·-:--. : . ~ ~ L ::w: · · · ;_.( "__: ~ .... ,;._ ,; ,.. ,:i.,., .. ~-~ :~.~:::~:~ .. : i· .-. ·:· .. : . .': P:a 1'3.3 + Z4.0 c 31.3 IC-• :.:~·::::::·.: ·: · · ·2 "'.3~ •tpllCi,.k? I ... · ..... · -· . . --~-~ ~ ~v _.,s ------····· ~ ..•....... ----~L.-1 d. L•S . ~ -..... • ·•· ~-=~-:.-~:::=~---: :_-~.::~:· .'C .. ·~.'J/'13..: , 4GI ~. ~ .. .. . .. . ' .... ~ :.~: : : . . .. ··-_-:· .. : :· . __ ,. __________ ,. ____ -----.. -----··-. -···-· .. ·-·-·-· ........... -.. -· _____ : ... ---. •. -...•.•... e> . . C " ~, ...... ic. -··-·· ---··-·· ;. · ..... ·. 11:: °33 • "'tVl'" I _,;t_ .C: J..ll'f~ J: -. . :· P~ 6'3.1 "' _._ ~-----~~ P/Z• Z~·i·t· .. -··-----· __ ........ __ r -.• • .. • .• I •• • •• -·-•• I • • • . . .. t . -:.·::.:.::.~ • .. -~ A tcirnut.. l.l!JAP ~ -.... --. .-u • • . •• ... • . .. . . ...... ,.. .. . .. . .. .. ;.. ... . . . . .. ___ .. -· _,. _____ -.... -.. -. .... ----····-····-····------· ------··- • • •• ·t . • . • -..••.• NOWAK·MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS •• BY# PROJECT-·--· ..,,to..c:ou..=--_..7=0-=o_o~------SHEET NO. L· 44 OF -- ----------_______ J,.Q!'~l;AL JOB NO. -8.t.,,16,....1..,.D----- DATE ll/fl4 , -------~------Ol'ZA4-!: -~-r-i.::t:1af!; -(bN"r ··-·--.. ··-·-·-·-----.. ----····· ----.. .. . ... ----.. .. -·--·. ------------ p~ ~ L.IN~ q: p.: 3 f.t""" ,, 4-1 ~ ~--1·~ P--=-:Hz" { ~llf:. L-7) f'• 7 -4'-(Z·H~tisJ J -z:s, ... -~---,o.ei~. . ~41 6. " (z. H!)Af) ... _·---~l!'C: : !'ta.I ----f.:: 31.Z../CO<l,.. ,Vt kl-( 4 f'qA --13.8 ('2.· H5A3) J p 11-3 : g,a t (Z· H$AZJ p ,e I --z.z. I< .:ST~ ~4 Po,iov, --1.33 ( LC.!).-Z.S 1: De-«:: e L.JNE P:t4: , ,,., ,.;-:, ___ . ..---:··-:-:-:··--:~. - -·--·-·--·-· -............ ·-··-·-·· ......... --·-·-·. ... ······ ·----·-. ···--·-······-·· .... . . ... ·-···· .... . . •. -1..St ~-~---:::......... •.•. •• P..a Z'4,,otc (~f!.f! l.-8) .t:-~3. "-f"-· Z"f iq3 .. ~ Z6 e•.t f'-= : Z4,0 (z-~s} SN(~\-• t=oti! 1a'.: 14(.S't.r-11.s\ ~~,.a: 18'.S CZ-H!$/.4) P.-(z~-11.s~ ·,-z.s" _ -_ ·. :. · ") P~S .s: • /3., {Z.· :(-lS,,:s') P..n-&:,v-,,.J~ u-sc1.~1)(.109) .. ·.1~1 f'°6(.?,. g, 4t · ( z.-1-1.$,AZ) . . 1t .. 1t.s/.1e, .... :_10 c.: .S~ ~P/ __ -·--------------·:-_____ --···-··-· --~ . -·':-""·'·!?.: _s, Z ". ···-(.·M§'.t~,).. \~,~~. !..S..19.i3~.:..~~-14.~---<!J-.. . t:::nZAti ~ LI.Hf ,.: 1 . ,~ ~ I\.: $l1'11t...oe) '- .. _-p.:-·3'1_4J: ("off! L--10) p ... 'l'f-'ii: (4·1"11<1M,B) L.: 1~' l"~i; s-4...Sr. ( 4-t"4> MJ3l y.: 31.1/144--,z.,t•' re.~.: zq.t.~ (3-i··.,,M0) ·-·· ·· · · · --· · ·-· :···· -· ···--·r.-::·ct"::--z3. 8"" -----·cr-~µ:s--4-.sJ"· ·:-· · ·· --·····-·-_· · ·· ····· · ---·· .. . _ .....•... · : f'.: ~ (9,S• { z. -, H ::,44) '. r~c..: . ,z~,r. : · cz.;· ~s4~) j'::,, !3 ..r . 1. S ~ ( "t :-l-(!. A"?.) f'eA.S• 'Zr 'r It · ~-r&~"Z.4 ----· ----. ··------· ·-·-------··-·-· ·-·-·-······--···--···-·---·-···-···· ····-···----···-----------······ ------------·-··-------------·--- c'°'Ec~ · wz1~, -z.. . #. o~ ~ J.1N1: :3.: ~ ~ 16.'3 # 1 ~ ... t"'.l.7.. ,,..~, r ~ 8.;~,~ 4-: . :· .. : . :· · .-:: .p.:. '3<:f .. '{ t" . {,...: ,?'f-'1/16."S ... z. I 5 ~£ff'-<" LZ(3~Jl9S4 .. A'F. 'Z._ ; ... • .•. ·. . . •• M "" I!·" '-. ( -' / . ' ~ . IU . . . . .... --. . .. .. '-C? -,i.. ... ~,. '"'" n-z .. l't,"' '-<-~-. _ ~ • _ . .•.• •. .. _ •. _ . . . . f. .• ,;;/ '3~"2,, .. '(4'f.2>-fS ..... ·····-L--., .. t ~ -·-, .. L . . --·· ---·· .... ··----·-------·-· ·-· -····-----... -·--·------·· . -·-···· --·· ·~· --··· _ .... "!3(rt4"· . ·-·-·--)~ ·---· -?,l6' ., Ji:.£ ~ .i't. ~I.J:l:, dt.. · · '. f-C41.tl~ : = ~,u4 ts,,·: ·::: ·· ~ :·:: :::. (( ) "f411,• ::-r.::: 1~ "'· . . . . . -...... . • 1,.3~ Z4 Z<..IU)2 • · • · · -.• -~ · .. . et -· --i -~i':. q. .,(I~~"'+ ; !f 'l ~ l.3"'3: ;a~ F'-.! . .t. ,, IZ 6 Ml~(74iqo3) . ~ '(., ~-'$' ·_ ~ _· . :. :. : .. · 111., I'" · · t .. H 41.'?~ · · --• · ---· , -· --·---_.....,_ .. _,__._ ___ __,___ ... ···----------~-............ ---,..--···· ·-·---~-i •... ~ .. . : .. .. ! . t • • • • • • • ~ • • -•-. -·-·--·---....... . . . . . . . . . . . . . ~ . .. . . . . . .. ~ .. . . . --. . ..... ••••I••-•••·-·-·•••.,,.,, ... ,. •• _ ••. ~,,_,.,. -... • • ..,,. •••-••---•••• ,., __ , ___ .,._ I ... ,, ' . .. . . .. ....... . . ...... --i ............ _·_ ......... .. .. . . . . . . . . .................... . . . . • •.•. --.•. • • .. • . • • .•.•. --~ I-. • . . . NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STAUCTUAAL ENGINEERS •• . BY j,L DATE ll/f34 PROJECT "'711 7qo"'p,.__ ______ SHEET NO. L!4l OF_ . ~ _______________ u~L JOB NO. 84-tSIO I"¢ 8:L:f~ 11--l 'A;( M~MBf'IZ. ~ f'~1A 4.?.1 ((.75){1."33) _;: '1.q4"- .. ···-----. __________ .,. ____ ·-· ---·-. __ ,;.,_ ... ······-· ---··-·-·--t"NA'iio"NAL. Oc~l4N ~ f't:ClrlC~1'Jt,N5 1 iqez· ··3 s,L,$... z1.s·t ··•-· .. ; . ~:.:.:II_._ ... __ . -,__:e.,: s· .". • • • • • •• • .. • J d :::J-,. ·_ · :·· · ·: ··s---11 ·---~ 4'tf.7Jf. ______________ --------·-·---·--··------------------- ··· ~-:_:··::.··: : . A..A-re; : .. :.::=·-~:-~::-.·; · . .-:·.-: .. ::::.~ --~ ..,-~ A/J,-·1··~.: -z4.a ft. ........ __________ .J., ____ ,. ___ .. _ ••• l ..... ,,. ~. . J C' ............. ---·· --···--· -··· --. . . -. . ··-········-t--------------·!_jj.• IJ.~ ··zA.11' ·,. c::z7 tu~ •. ---. h'"'f-. . ~. l. --------• fJ ... l•.-:t .. ------------------···: ----..... i --··-----··----·. . ... ··c i'-( -6.v~ :\ . . . --·-· •· .. . ...... --··----. . l.'331 • 'A w~J ._ .. : .. -· . .. ··-· .. ----f· .... ---------·--·------- :.-:.:::.~=-~--.. : . :~:= .. -~.: . -t. ... sti, ·,,-b ~ ~1 (~ ) t.. o,z = ~ .. Z4 ··::~:-_·• ~ r -~--~-:--~_-_:: --_-----. 5 + -: --~ -------__ __ _ ~------... _ __ : ____________ . __ . I.~ z. Fe_~!~ __ )\:~~--~--___ ......... __________________ ~ --~-----------.. ---~ ----~-______ . -·--···--· .. . . --·---... · · · 3~ '' , · 1": 4 M ~,,,, -............... ' . ~ 00:;1~ IN Xf'MR.i-;. • · ···· · pQ,l.-1·$ z.eo CL,s)L1.~)s-6.Gz" ---... .. --·-. -·--·-····· 1:·· ----------___________ ., _______ _ Z ~.,.~ ~ 1'3.0 ..• -~ .• ,, . ·-. :: . ta , r. .. . . . . . . . 1-,. Q . . . •. . --.. . ·-... t. . . 4. If . . . J: :a t6. I . ---•··-----····-··----... ----.. ------------·-· .. --------·------------·-··---·--------- . ' .... ~ . .... • • • t . . . .. -. . . . ' . . . . . . ~ -. . .. -.. -.. -.~-.. -_f, ~--~-.. -..• -•. -. ;-. ~--~-__ .... ; -.-. -.. -.. -.----·--·--. ;-:-:·~~ ~~~:-...,:.-,-.-.• -. -. ---.,.---r-_ -.. -. -. -.. _...,_ .-.-.. ·-_ .~-:-:--:-:;----· -• __ _._: --------------· ....... . . , . :· -.. ...... . -···--·-... --.•. --··-.. ----· .. • . • • • • • • • • .... !' • .. •• .. .. • -• --t • • .. . . . . • . • • .. • . • ' . . . . ·-..... t· ...• -• . . ' ....... .. .. . -.... ··---· -~--····---. . .. . -. . . . .. . . . . . .. . .. .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . -. .. . .. ~ ~ .. . NOWAK-MEULMESTER & ASSOCIATES CONSVI. TING STRUCTURAL ENGINEERS .. . --~--BY ,I#, SHEET NO. 1-4-2. OF __ ___________________________ JOB NO. ____ _ DATE U/134 • PROJECT_· _""1,,,,1 ____ 7.__c:t,¢ .. ··--·-··-···-------------.......... . ----· ·••·· · • · I ·· •· 4 ··-· ! r-,r I ::::·;~--•~-::_ ~:-~--~p; ~S.6 1 (. S~e_ L-18) . -.-~. ·:-· ·_ ... -,:_ . . ·L~;r = "Zo ' . -··········· --~ --,:14 -····_ . .. . .. . .. . . f.Vs "Z.. l .. o IS1 t& .,03, . · .. (..<./ p ~ t;;EJ,:E1, IJk } E F J ....._ . . L · zo' ~ · · .... ---· , ··--___________ .. ________ ---·--···· __ .. "TP:.""' . 4)(1~· DfL• \ • .. · e.. I s iasi ·J .. '-· •. , ."'l ·--· --··-···· . t . . ........ . -r-... --c+-. a,1 ( u,JC I?P_·· rzi···· ·-· ···· -····· -. . . . . . . .. .. . . .. . . .. .. ... ~ .. -. . . . .. . ·-.... --. . -.......... ~ .. ··--- .... :::.::~:.{(.: · .• 611 VI.Z-4-(f,44o) .. !8,4 ... --.. -. . . . . . .. " . · · -· · · · · · ·· r~ ~ .'30C1.e~1cr)o.-z42 ... 1.4,·-i-/(.~i. · . •• t -. -......... ' .. :Z1,..3j ~ . . ~ .. . .. . .. . . . .. -----·----.. ---·--····• ..• -·----·-·--···· --·-·--·-·------------·--------------r, $ 4'5., /3.s{wz~).;: 1.16 ~i t'-.......... .. . •. --t-. ·-~. . . . . • . . . . . ~ . . . . . . · . : . f 1ar .o,J (to)iC1't) .. ,Z4 ~f · . . . .. . . . . . . a l , 1. !> . · r : . : :. : . .-:·. :. . . .. _ . · . ·::.·· __ ..... · S°b f, .. .t_ :,.,, 'lS. L 133 .. -~"-. · .. : .·:.::·.: .... - -.. -. -:--:-··-: ···-~.--::-===-~:f' ... -~.--·-rr:·-·-'!·--r.s; :---+,·c41--:··~· .... --~-~·:.~. ~:···-. ; ... ·~:-:~ ........ :.!,;.. ·---=·--+'·· · · · · -· I u~e: 4 JI. rt.. Ql'L O , C)IU:;' s e~F --~·-···. ····-·---·-·· ·--··--.. -······· ... -----·-·-···----------·-····-·---·--·····---·· ·-----·--·--·-------·---· . . . . . . .. . . . .... . ! -. .. . -... --. .. .. . . . . .. ·-.... --.. .. .. . ...... --·· ·-·--. . . -i .. . . . •• l .. • ................... -•• ! ---- . .. . . . . .. . . . .. ... . . ... . -. -_ ...... ··-... . . . . . . . i ~·---............ -··-------------........ -h-·· --··-·-..,_ .. ··--··-·--·---···--·---~------=----··-·--·---·-__ ,..... .. .. . NOWAK·MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS -----·--·----.I=====================================:::::-, • av M.. DATe II /s 4: PROJECT ---lv..,ou...,...., __ ...J.7~0,,..,0:,-... _______ SHEET NO. L-43 OF --fr" '"' ---------JOB NO.J4-[S(Q ----r----,.,.....,.---·---------·--:--··-·--· ·····----·--.... ············:-·--· .. --··--··-··. . ........ ·---···-····· ···-·. ·----..... . -!·· . . ······oizAG MEHB~~ ~ F'L.0012: ,------- ---A--. --· -·---· ... ----.. ··-' ,, __ ;:: ==== .;--t-+ r= 1· ········---... :~ -. ··o~~ ~ --------···-~~--··· ··········-- ·--··-. --·--.. -··--· -· -.... -a..-·. ·- ·=--= ::·~--···-=~ : . :~~;_::.:~.# 48 .. 1 ""· : { $~ L.· l'i) · · w : .. p . · · .. -··---·-··· ., ... -·-.... . . ~ ~~ -a-i, k kl'\?> k FE a i .._ .... ·. :_-.:_·. ~-.:·:-~.·c.<,,., :? ~ .0411 + .o~ ... t6 .~, ; zo' J .. -• ' .• • ,rf'}I\J 1 14 O""L 11 I fi ::s 3 . . . ... . .. IJ--l ," r : fc= f.?.S 11$1, ~= J.s tst J l:.a l.8"'10 JCsi , $. JOZ'.4 fr( ..... ,.. .. : ... ·-·· -----. --··-·--·-··. ··-··-···-·-................. ---·····-·· ~J;/~::·· 1,4°4-C> ......... ·-- .. . ... ..... . ... Lia-= t.oC,zJ / t3.t'=> :: 19, 1 . . .. • - ~-.. ·.:· : : . : ~ . . . : .. _-.. : .. . .c-r·_. I.Z 4 .. . -· -···--. .. .. . ..... .. ), ... .. ··.: ··:_:--~.: .. · ~ _ ·_·. l'-.c .. 67t.\/1-Z4 (1,440) .1:. Z8,4 · __ ·-.. ~·~.--. . ·-~_:_ .-. ~--ri-.:·-;;:ia,,:~-;10~,,,:z4} :.---·z..0-4· ~......_-: -~ -: -· ~--------,-----------------. . · · · · : · · · · · 1g, 1 ~ .. ·-.. . .. -. .... . . ... . . .. -·. .. ··:. ·: · ......... ~ ~.-:-:--· ·J, :: .. 4 8, [ . ::. t."O 4 1='61 . . .. ~ ,.. . . .. . .. . ---~ . -. . -.... -· . . . . . : :· · · ·· J.s( 13.15) · -. . . . -· .. ---·-r . ( '\t, ..,) di " .. .. .. ... . . . .... -····-. . . '-... . t, z~, 1. I": ~ • ·i-r "-st I • • • . ····--·· ... --·-· ···-·· 8 ( 10?;.4J. --. ···----.-:-·-· ·-···· ---..••. -. • •• -t .• ·-·. • . -.• {l4~ l33 ~I ,-:""-.... : --,-... -·------~ ... _,....---------~-.... -...... ·-.. -... ---. -. . . .... -........ :,. ____ -.. ' ...... .,. .... ~ ....... -.. • • i --··· .............. ' . ·····-·-·· ----------................. -·--·--···-·-·-----·-·--......... ---------------·····-··-. -.... -. . . . . ...... __ ··-·-··--.... ' . .. . . . . . .. -... .. . .. . . -. . .... -... • • • . • • --• ... • .. .. • • • • t . ' ...... . . . . -. •. • • r • • • -• •• -· --.••• t' ... -........ -· • t . .. . . . . ..... • • • • . • .. -• ' ••• • •• --• • • l -n-' • , __ , -·--••• .. -------------------------.. -----··· ··---····-------. +77777777777777777777777777777777777777777777777777777777777777777777777777777/· 1: t-rt: rt: UJ: .n 1: t*t* * ttlt*l· • * t $ * $ * t $ $ i $ $ t * t * l: t * t t t t t $ $ $ $$$$ $ $ $ $ l $ $ $ $$$'l t * *· l * t * ti * ll * * $ !:- $$ $$ $$ $ $ $ $ $$ $$ $ $ $ l t *· t: *· $-$$? $$$ * $ ttit*· * $$-$$ * $-t,$$- I:IESi=W.BOWDLE USER==W.BOWDLE QUEUE.t:L?i DEvICE:::@CCll'.J-:> SEQ.:.:55 QPR!.:.:t.::7 LPP.:.:64 C?L.:.:80 CO?IES.:.:1 LlMIT.:.:55 CREATED: 5-NOV-34 11: 55: 0•:) ENQUEUEII: 5-N~PJ··84 12:00:56 PRINTING: 5-Nov-a.:> 12 :()0 :57 PATH.:.::UDD:W.BOWDLE:STRES31.0UT $$$ $$$$$ $$$$ $$$$$ $$$ $$$ $ $$$ $ $ $$$$$ :t-*· *· $ $. $ $ $ $ $ $$ *· *· $ *· *· $ $ * * * $ $ $ $ $ ·$ $ $ $ $$$ $ $$t,$ *-*·*·*· *·*·*· *-*'*· $ $ *· $· $ *' $ * * $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $-$ $ *' f:.$ $ *· $ * *· $$$ $ _$ $ $$$$:Ii $$$ $$$ ·$$$$$ $$ $$$ $$$ $ ~777777777777777777777777777777777777777777777777777777777777777777777777777777+ •• • NOWAK-MEULMESTER & ASSOCIATES AOS REV 04.60 AOS XLPi REV 04.61 11/ 5/34 -11:55: 3 1. :3YSTEMS PROFE3S!ONAL 3iRESS -F'ROGRAM Nf.l. 16.1 REV-3•:>1F. Al Hffn ************************************************************************ STRUCTURE KOLL 7000-DRACED FRAMES 1-4 TYPE PLANE FRAME $ NUMBER OF JOINTS 9 NUMBER OF MEMBERS 14 i NUMBER OF LOADINGS 9 NUMBER OF SUPPORTS 3 $ UNITS KIPS FEET LIST MEMBER PROPERTIES IN INCHES TABULATE ALL JDINi COORDINATES 1 o.oo 12.50 $ 3 20.00 o.oo Sf 5 20.00 25.00 $ 7 40.00 25.00 $ MEMBER INCIDENCES 1 1 2 $ 2 3 5 1 3 $ 6 2 9 1 4 $ 10 2 4 4 ~ 13 8 1 $ 14 9 6 MEMBER RELEASES 2 4 , 0 8 $ $ $ o.oo 25.00 20.00 12.50 40.00 12.50 0.00 o.oo ... ~ 3 4 5 7 3 , 0 11 4 6 5 START MOMENT Z END MOMENT Z 6 THRIJ 12 2 START MOMENT Z $ 13 $ 14 1 END MOMENT Z $ 3 $ 4 . r ... s KIPS INCHES ~TANTS E 29000. ALL $ 9 40,00 $ 4 6 7 ·$ 8 4 7 $ 12 5 7 0. O·!> MEMBER PROP PRIS AX 5.59 IZ 30.3 * TS 6X6Xl/4 1 THRIJ 8 I 13 f 14 MEMBER PROP PRIS AX 8.85 IZ 291 * W 14X30 9 THRU 12 UNITS i<IF'S FEET LOADING NO. 1 BF-2, SEISMIC JOINT LOADS 1 FORCE Y -13,10 FORCE X 37.30 2 FORCE Y -5.60 FORCE X 35.90 4 FORCE Y -13,10 I 6 5 FORCE Y -5.60 $ 7 MEMBER LOAitS 9 FORCE Y UNIFORM W -.12 S 11 LOADING NO. 2 BF-2, SEISMIC+ FL JOINT LOADS 1 FORCE Y -17.70 FORCE X-~7~30 2 FORCE Y -~.60 FORCE X 35.90 4 FORCE Y -17,70 $ 6 5 FORCE Y -5.60 $ 7 MEMBER LOADS 9 FORCE Y UNIFORM W -.17 S 11 LOADING NO, 3 BF-2, SEISMIC+ FL+ RF JOINT LOADS 1.RCE Y -17,70 FORCE X 37.30 2 RCE Y -9.80 FORCE X 35.90 4 FORCE Y -17,70 $ 6 5 FORCE Y -9.80 $ 7 MEMBER LOADS 9 FORCE Y UNIFORM W -,17 $ 11 3 LOADING NO, 4 BF-3, SEISMIC JOINT LOADS 1 FORCE Y -16.53 FORCE X 75.50 2~0RCE Y -6. 20 FORCE X 90. 60 ' RCE Y -15.28 I 6 5 ORCE Y -5.43 * 7 MEMBER LOADS 9 FORCE Y UNIFORM W -.12 l 11 LOADING NO. 5 BF-3, SEISMIC+ FL JOINT LOADS 1 FORCE Y -27,BO FORCE X 75.50 2 FORCE Y -6.20 FORCE X 90.60 4 FORCE Y -2~.70 t 6 5 FORCE Y -5.43 $ 7 MEMBER LOADS 9 FORCE Y UNIFORM W -.17 $ 11 LOADING NO. 6 BF-3,SEISM!C +FL+ RF JOINT LOADS 1 FORCE Y -27.80 FORCE X 75.50 2 FORCE Y -10.90 FORCE X 90.60 4 FORCE Y -25,70 5 6 5 FORCE Y -9.50 $ 7 MEMBER LOADS 9 FORCE Y UNIFORM W -.17 $ 11 LOADING NO. 7 BF-4, SEISMIC JOINi LOADS J FORCE Y -15.28 FORCE X 80.70 2 FORCE Y -5.43 FORCE X 69.90 4 FORCE Y -15,28 $ 6 5a)RCE Y -5.43 $ 7 ~i9ER LOt"-tDS 9 FORCE Y UNIFORM W -.12 1 11 LOADING NO. 8 BF-4, SEISMIC+ FL JOINT LOADS 1 FORCE Y -25.70 FORCE X 80.70 2 FORCE Y -5.43 FORCE X 69.90 4 FORCE Y -25.70 I 6 5 FORCE Y -5.43 $ 7 MEMBER LOADS 9 FORCE Y UNIFROM W -.17 1 11 LOADING NO. 9 BF-4, SEISMIC+ FL~ RF JOINT LOADS 1 FORCE Y -25.70 FORCE X 80.70 2 FORCE Y -9.50 FORCE X 69.90 4 FORCE Y -25.70 $ 6 5 FORCE Y -9.50 * 7 MEMBER LOAt1S 9 FORCE Y UNIFORM W -.17 $ 11 UNITS KIPS FEET SOLVE PROBLEM CORRECTLY SPECIFIED, EXECUTION TO PROCEED, • STRUCTURE KOLL 7000-BRACED FRAMES 2-4 -------------------------------------------------------------------------<UNITS IN INCHES AND KIPS) • MEMBER PROPERTIES AREAS MOMENTS OF INERTIA CONSTANT MEMBER LENGiH X-AXIS '(-AXIS Z-AX!S X-AXIS Y-AXIS z-A·x:rs =--~ - 1 150.00 5.6E 00 O.OE-01 3.0E 01 2.9E 04 ~ 150.00 5.6E 00 O.OE-01 3,0E 01 2.9E 04 .... 3 150.00 5.6E 00 O.OE-01 3.0E 01 2.9E 04 4 150.00 5.6E 00 O,OE-01 3. 1')E •)1 2.9E 04 5 283.02 5.6E 00 O.OE-01 3.0E 01 2.9E 04 6 283.02 5.6E 00 O.OE-01 3.0E 01 2,9E 04 7 283.02 5.6E 00 O. OE-•:>1 3.0E 01 2,9E 04 8 283.02 5,6E 00 O.OE-01 3.0E 01 2.9E 04 9 240.00 8.8E 00 O.OE-01 2.9E 02 2.9E 04 10 240.00 8,BE 00 O.OE-01 2.9E 02 2.9E 04 11 240.00 8.8E 00 O.OE-01 2.9E 02 2.9E 04 12 240.00 8.8E 00 O.OE-01 2.9E 02 2.9E 04 13 150,00 5.6E 00 O.OE-01 3.0E 01 2.9E 04 14 150.00 5.6E 00 O.OE-01 3.0E 01 2.9E 04 -• • STRUCTURE KOLL 7000-BRACED FRAMES 2-4 ------------------------------------------------------------------------(.TS IN FEET AND KIPS) LOADING NO, 1 BF-2, SEISMIC ------------------------------------------------------------------------ MEMBER 1 3 . t) 7 8 11 1:? 13 14 JOINT 1 2 4 5 6 7 MEMBER FORCES JOINT 1 2 3 4 4 5 6 7 1 3 2 4 3 6 4 7 1. 4 2 5 4 6 s 7 8 1 9 , 0 AXIAL FORCE -7,794 7.794 25.427 -25.427 5.600 -5.600 14. 61Si3 -14.668 51.906 -51'.906 . 25,272 -25.272 -34. 37•:> 34.370 -17.109 17.109 -6.739 6.739 14.480 -14.480 29.157 -29.157 14.502 -14.502 -21.004 21. O•;~t 47 .183 -47.183 APPLIED JOINT LOADS, FORCE ~< 37.300 35.900 .ooo .ooo -.ooo .ooo FORCE Y -13.100 -5.600 -13.100 -5.600 -13.100 -5.600 ~HEAR FORCE -.011 .011 .022 -.022 -.022 ,022 -. 00,S .006 .ooo -.ooo -.ooo .000 -.000 .ooo .ooo -.ooo 1.200 1.200 .000 -.000 1.200 1.200 -.ooo .ooo .011 -.011 .006 -.006 FREE JOINTS MOMENT Z -.oo .oo -.oo .oo .oo .oo REACTlONS,APPLIED LOADS SUPPORT JOINTS JOINT 3 • SUM FORCE X -73.183 -.011 -.006 -73.200 FORCE Y 34.721 -21.004 47,183 60.900 MOMENT Z -.oo -.oo -.oo MOMENT -.14 . •:)-'.) -.oo .27 -.27 .oo -.07 .oo .oo .oo • 00 -.oo .oo -.oo .oo .oo .oo .oo .oo .oo .oo .oo .oo -.oo -.oo .14 -.oo .07 JOINT • :.+ 5 I) 7 •• • fREE JOINT D!S?LACEMENTS X-DISF'LACEMENT .0099 .0174 .0104 .0163 .0082 .0151 Y-DISPLACEMENT • 0011> .0022 -.0020 -.0024 -.0036 -. 0•:>48 ROTA"TION -.0007 -.0003 -.0007 -.0002 -.0006 -.0001 3TRUCTURE KOLL 7000-BR~CED FRAMES 2-4 -~s-:rN-FEE;:-;;;ri-xiPs>--------·-----------------·----------------------- LoAo ING NO. 2 BF-2, SEISMIC+ FL }1EMBER 1 2 3 4 5 6 7 8 9 ··o 11 12 13 14 JOlNi 1 2 4 5 6 7 MEMBER FORCES JOlNT 1 2 3 4 4 5 6 7 1 3 2 4 3 6 4 7 1 4 2 5 4 6 5 7 8 1 9 I) AX!AL FORCE: -7.719 7.719 30. 37,5 -30. 871) 5.600 -5.600 14.743 -14.743 52.854 -52.854 25.130 -25 .. 130 -33.422 33.422 -17.251 17.251 -7.542 7,542 14.600 -1·L 600 28. 35.!i -28.354 14.622 -14.622 -16.331 16.331 51.856 -51,356 APPLIED JOINT LOADS, FORCE X 37.300 35.900 .ooo .ooo -.ooo .ooo FORCE Y -17.700 -5.600 -17.700 -5.600 -17.700 -5.600 SHEAR FORCE -• ()11 ,011 .022 -.022 -.022 .022 -.006 .006 .ooo -,000 -.ooo ,000 -.ooo .ooo .000 -.ooo 1.700 1.700 .ooo -.ooo 1.700 1.700 -.ooo .000 .•:>11 -.011 .006 -.006 FREE JOINTS MOMENT Z -.oo .oo -.oo .oo .oo .oo REACTIONS,APPLIED LOADS SUPPORT JOINTS JOINT 3 • SUM FORCE X -73.183 -.011 -.006 -73.200 FORCE Y 41.175 -16.331 51.856 76.700 MOMENT Z -.oo -.oo -.oo MOMENT -.14 • 00 -.oo ,27 -.27 .oo -.08 • 0•:) • {)0 • 00 -.oo -.oo .oo -.oo .oo .oo • O•:> • ,:)Q .oo .oo .oo .oo .oo -.oo -.oo .14 -.oo .08 J:J!NT 1 • 5 , 0 7 •• • FREE JOINT DISPLACEMENTS X-D ! :3PLACEMENT • {)•:>99 .0174 • 01.:)..:• • 01,,3 .0082 .0151 Y-D!S?LACEMENT • 0•J13 ,i)019 -• 1:>02:. -.0028 -.0040 -• ·'.>051 ROTAT!ON -.0007 -, Oi),?3 -. ·:>007 -.0002 -.0006 -.0001 . i STRUCTURE KOLL 7000-BRACED FRAMES 2-4 c.rs-rN-FEET-ANn-KrP.s> _________________________________________________ _ LOADING NO. 3 BF-2, SEISMIC+ FL+ RF -------------------------------------~---------------------------------- MEMBER FORCES t,JEMBER JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 1 -3.806 -.011 -,13 2 3.806 • t')l 1 .oo 2 3 35.650 .022 -.oo ,ti -35. 65·:> -.022 .27 3 4 9,BOO -.022 -.27 5 -9.800 .022 .oo 4 6 18.656 -.007 -.08 7 -18.656 • 007 .oo 5 1 53.570 • ,:)00 .oo 3 -53.570 -.OQO .oo 6 ., 25.672 -.000 .oo ... 4 -25.672 .ooo -.oo 7 3 -3:?.705 -.ooo -.oo , 32.705 .ooo -.oo 0 8 4 -16.709 • 0-'.)0 .oo 7 16.709 -• ,:>oo • •:>O 9 1 -8.149 1.700 .-oo ··o ,.'> 8.149 1.700 .oo 2 14,141 .000 -.oo 5 -1[}: 141 -• 00·:) .·00 11 4 27.747 1.700 • 00 6 -27.747 1.700 .oo 12 s 14.162 -• {)00 .oo 7 -14.162 .ooo -.oo 13 8 -12.798 .011 -.oo 1 12.798 -.011 .13 14 9 55. 39·) .007 -.oo , -55.390 -.007 .oa 0 APPLIED JOlNi LOADS, FREE JOINTS JOINT FORCE X FORCE Y MOMENT .. l.. 1 37.300 -17.700 -.oo 2 35.900 -9. 80{) -.oo :\ .ooo -17.700 .oo 5 .000 -9.800 .oo 6 -.ooo -17.700 .oo 7 .ooo -9 I 3,:),:) .oo REACilONS,APPLIED LOADS SUPPORT JO!NTS JOINT FORCE X FORCE Y MOMENT .. i.. • -73.183 46. 701} -.oo -.011 -12.798 -.oo -.007 55.390 -.oo SUM -73.200 89.300 JOINT • 4 5 6 7 •• • FREE JO!NT DISPLACEMENTS X-DISPLACEMENT .00913 .0174 .0104 .0163 .0-:>83 .0152 Y-DISF'LACEMENT • 001 () • ,:),:)13 -.00:17 -. ()035 -.0043 -.0057 ROTATION -.0007 -.0003 -I •:)o:),:)7 -.000::! -.0006 -. 00•'.>1 STRUCTURE KOLL 7000-BRACED FRAMES 2-4 .1 TS:::! N = FEE i =AND= KI PS).·::::::::::::::::::::::::::::::::::::::::::=::::::::::::::::::::===========::::::::::::::::::;::::::::::::::::::::.:: LOADING NO. 4 BF-3, SEISMIC ------------------------------------------------------------------------ MEMBER FORCES MEMBER JOINT AXIAL FORCE 1 1 -27.491 2 27.491 2 3 33.822 3 4 5 , 0 11 12 13 14 JOINT 1 2 4 s 6 7 4 4 s 6 7 1 3 2 4 3 6 4 7 1 4 2 5 4 1S 5 7 a 1 9 I) -33.822 5.430 -5.430 28.409 -28,409 112.285 -112.285 63.568 -1,3. 51,8 -83.504 83.504 -43.357 43.357 -19.754 1.9.754 36.712 -36.712 70.827 -70.827 36.759 -36.759 -69.272 69.272 89.146 -89.146 APPLIED JOINT LOADS, FORCE X 75. 500. 90.600 .ooo .ooo -.ooo .ooo FORCE Y -16.530 -6.200 -15.280 -5.430 -15.280 -5.430 SHEAR FORCE -.018 • 0113 -• 041S -.046 • 041) -.008 .008 .ooo -.ooo -.ooo .ooo -.ooo .000 .ooo -.000 1.200 1.200 .ooo -.000 1.200 1.200 -.ooo .ooo .018 -.018 .008 -.008 FREE JOINTS MOMENi 2 -.oo .oo -.oo .oo .oo .oo REACTIONS,APPLIED LOADS SUPPORT JOINTS JOlNT tf FORCE X -166.075 -.018 -.008 SUM ~ -166.100 >'<-.,. FORCE Y 49.076 -69.272t 89.146 68.950 MOMENT :Z -.oo -.oo -.oo MOMENT -.23 .oo -.oo ,57 -.57 .oo -.10 .oo .00 .oo -.oo -.oo -.oo -.oo .oo .oo .oo .oo .oo • Ot) .oo • 00 .oo -.oo -.oo ,23 -.oo .to .JJINT • 4 5 , 0 7 •• • FREE JOINT DISPLACEMENTS X-D!3PLACEMENT • 022.:,· .0413 .0241 .0385 .0186 .0356 'f-DISPLACEMENi .0053 ,0075 -.0026 -.0030 -.0069 -.0091 ROTATION -.0017 -.0007 -.001::; -.0005 -.0014 -.0003 STRUCTURE KOLL 7000-BRACED FRAMES 2-4 ----------------------------------------------------------------------( TS IN FEET AND KIPS> LOADING NO. 5 BF-3, SEISMIC +·FL ===--=========================~===~--~-----=---=-----------------------~ MEMBER 1 2 3 4 s 7 8 11 12 13 14 JOINT 1 2 4 5 1S 7 MEMBER FORCES JOINT 1 2 3 4 4 5 6 7 1 3 2 4 3 , 0 4 7 1. 4 ,., .:. 5 4 , 0 5 7 8 1 9 , 0 AXIAL FORCE -27.402 27.402 ·45. 063 -45.063 5.430. -5.430 28.499 -28.499 11-L 379 -114.379 63.400 -63.400 -81. 409 81.409 -43.525 43.525 -::?1. 527 21.527 31L854 -36.854 69.054 -69.054 36.900 -36.900 -58.523 58.523 99.045 -99.045 APPLIED JOINT LOADS, FORCE X 75.500 90.600 .ooo .001 -.ooo .ooo FORCE Y -27.800 -6.200 -25.700 -5.430 -25.700 -5.430 SHEAR FORCE -.017 .017 • 0415- -. 046 -.046 .046 -• 001, .009 .ooo -.000 -.000 .ooo -.ooo .ooo .000 -.ooo 1.700 1.700 .ooo -.000 1. 7-'.)0 1. 700. -.ooo .000 .017 -.017 .009 -.009 FREE JOINiS MOMENT Z -.oo -.oo -.oo .oo .oo .oo REACTIONS,APPLIED LOADS SUPPORT JOlNiS JOINT • SUM FORCE X -16,s. on; -.017 -.009 -166.100 FORCE Y 62.537 -58.:523 99.045 103.060 MOMENT Z -• 0<) -.oo -.oo MOMENT -.21 • 0•:> -.oo .57 -.57 • ·:>0 -.11 .oo .oo .oo -.oo -.oo -.oo -.oo .oo .oo .00 .oo -.00 .oo .oo .oo -.oo -.oo -.oo .21 -.oo .11 JOINT • 4 5 I} 7 •• • FREE JOINT DISPLACEMENTS X-DISPLACEMENT .0224 .0413 ,0241 .0384 .0187 .0356 Y-DISPLACEMENT .004~ .0066 -.0035 -.0039 -.0076 -.0098 ROTAiION -.0017 -.0007 -,0015 -.0005 -.0014 -.0003 STRUCTURE KOL~ 7000-3RACED FRAMES 2-4 • ====================:====================================:::::::::::::::::::::::::::::::::.:: ( TS IN FEET AND KIPS> LOADING NO. 6 BF-3,SEISMIC +FL+ RF ~==~:========--========================================================= NEMBER 1 2 3 4 5 6 7 8 11 12 13 14 JOINT 1 2 4 5 6 7 MEMBER FORCES JOINT 1 3 4 4 5 6 7 1 3 2 4 3 6 4 7 1 4 2 5 4 6 5 7 8 1 9 I) AXIAL FORCE -23.025 23.02::; 49.781 -49 I 7131 9,500 -9.500 32.245 -32,245 115.123 -115.123 64.010 -64.010 -80.666 80. 1S1S1:i -42.915 42.915 -22.157 22 I 157 36. 33.:;. -31>, 33,S 68.423 -68.423 36.382 -3o.382 -54.541 54.541 102.398 -102.398 APPLIED JOINT LOADS, FORCE X 75.500 90.600 • •:>OO .ooo -.ooo .ooo FORCE Y -27.800 -10,900 -25.700 -9. 50•:> -25.700 -9.SOO SHEAR FORCE -.017 .017 .046 -. •)46 -.046 • 04,S -.009 .009 .ooo -.ooo -.000 .ooo -.ooo .000 .000 -.000 1. 70,~ 1.700 .ooo -• O•:>O 1.700 1.700 -.000 .000 .017 -.017 .009 -.009 FREE JOINTS MOMENT Z -.oo -.oo -.oo .oo .oo .oo REACTIONS,APPLIED LOADS SUPPORT JOINTS JOINi 3 • SUM FORCE X -166.074 -.017 -.009 -166.100 FORCE Y 68.043 -54.541 102.398* 11S.900 MOMENT Z -.oo -.oo -.oo MOMENT -.21 .oo -.oo • 513 -.58 • 00 -.12 .oo .oo .oo -.oo -.oo -.oo -.-oo .oo .oo .oo .oo .oo .00 .oo .oo .oo -.oo -.oo .21 -.oo .12 JwlNT • 4 5 6 7 •• • FREE JOINT DISPLACEMENTS X-DISPLACEMENi .0224 .0412 .0241 .0384 .0188 , 035,S Y-DISPLACEMENi .0042 . oo,;o -.0038 -. 004,S -.0079 -.0104 RO-;"AT!ON -.0016 -.0007 -.0015 -.0005 -• 0():1. 4 -,0003 STRUCTURE KOLL 7000-BRACED FRAMES 2-4 :a=~--------------------------------------------------------------------~TS IN FEET AND KIP3> LOADING NO. 7 BF-4, 3E1SMIC . . ========================================================================= MEMBER 1 2 3 4 6 7 8 9 .•. 0 11 12 13 14 JOINT 1 2 4 5 I) 7 MEMBER FORCES JOINT AXIAL FORCE 1 -20.401 2 20.401 3 31. 031 4 -31.031 4 5.430 5 -5.430 6 23.341 7 -23.341 1 103.975 3 -103.975 2 •\B, 738 4 -48.738 3 -73.518 6 73.518· 4 -33.794 7 33.794 1. -7.531 4 7.531 2 28.600 5 -28.600 4 62.365 6 -62.365 5 28. 64,S 7 -28.646 8 -59.028 1 59.028 9 78.785 6 -78.785 APPLIED JOINT LOADS, FORCE X 80.700 69.900 .ooo .ooo -.000 .ooo FORCE Y -15.280 -5.430 -15.280 -5.430 -15.280 -5.430 SHEAR FORCE -.030 .030 • 04,; -• ()46 -. 04,5, .046 -.011 • ()11 .ooo -.000 -.ooo .000 -.000 .000 .ooo -. 000. 1.200 1.200 .ooo -.ooo 1.200 1.200 -.000 .ooo .030 -.030 .011 -.011 FREE JOlNTS MOMENT.Z -.oo -.oo -.oo .oo .oo .00 REACTIONS,APPLIED LOADS SUPPORT JOINTS JOINi ti SUM FORCE X -150. 551} -.030 -.011 -150.600 FORCE Y 47. 172 -59.028 78.785 66.930 MOMENT Z -.oo -.oo -.oo MOMENT -.38 .oo -.oo .57 .oo -.14 .oo .oo .00 -.oo -.oo -.oo -.oo . 00 .oo .oo .oo -.oo .oo .oo .oo .oo -.oo -.oo .33 -.oo .14 JOINT • 4 5 6 7 •• • FREE JOINT DISPLACEMENTS X-DI3F'LACEMENT .0207 .0350 . 0213 .0327 .0164 .0305 Y-D I SF"LACEMENT .0046 .0061 -.0024 -.0028 -• ,:)0,,1 -.0079 ROTATION -.0014 -.0006 -.0013 -.0004 -.0012 -.0003 ~CiURE =KOLL= 7 •'.)00-BRACED= rRAMES::: ::?-4 ===::::::::::::::::::::::::::::::::::=:::::::::::::::::::::::::::::::::=:::::::::::::::::::::.:: <Wrrs !N FEET AND KIPS> LOADING NO. 8 BF-4, SEISMIC+ FL --------------------------------------------------------~---------------- MEMBER 1 2 3 4 5 6 7 8 .9 10 11 12 13 14 "JO!NT 1 4 s 6 7 MEMBER FORCES JO!NT 1 2 3 4 4 s 6 7 1 3 2 -4 3 . i) 4 7 1 -4 2 5 4 I) 5 7 8 1. 9 AXIAL FORCE -20.283 20.283 42.214 -42,214 5.430 -5. :.30 23.459 -23.459 105.997 -105,997 48.515 -48.515 -71.496 71,496 -34.017 34.017 -9. 2lt3 9.243 28.788 -28.788 60.653 -60.653 28.834 -28.834 -49.061 49.061 88.752 -BB,752 APPLIED JOINT LOADS, FORCE X 80.700 69.900 .ooo .ooo -.ooo .ooo FORCE Y -25.700 -5.430 -25.700 -5.430 -25.700 -5 I •\30 SHEAR FORCE -.029 ,029 .046 -• 041) -.046 .046 -.012 .012 .000 -.ooo -.ooo .ooo -.ooo .000 .ooo -.000 1. 70() 1.700 .ooo -.000 1.700 1.700 -.000 .000 .029 -.029 .012 ..;., 012 FREE JOINTS MOMENT Z -.oo .oo -.oo .oo • 00 • 00 REACTIONS,APPLIED LOADS SUPPORT JOINTS JO!Ni • 9 SUH FORCE X -150.559 -.029 -.012 -tS0.600 FORCE Y - 60.499 -49,061 88.752 100.190 MOMENT Z -.oo -.oo -.oo ~OHENT -.36 • 00 -.oo .57 -.57 .oo -.15 .oo .oo .oo -. O•~ -.oo -.oo -.oo .oo • 00 .oo .oo .oo .oo .oo .oo -.oo -.oo -.oo .36 -.oo .15 JOINT • 4 :=J , ~ 7 • FREE JOINT DISPLACEMENTS X-DISPLACEMENi Y-!II3?LACEMENi .0205 .0033 ,0350 .0053 .0213 -.0033 .0327 -.0037 .0165 -.()068 .0305 -.00137 ROTATION -.0014 -.OOOtS -.0013 -.0005 -.0012 -.0003 .UCTURE :: KOLL:: 7000-BRACED =FRi~MES = 2-4 ======================================= ~ITS IN FEET AND KIPS) LOADING NO, 9 BF-4, SEISMIC+ FL+ RF ==-==================================-~~=======---------=-~------------- MEMBER 1 2 3 4 7 8 .9 1-'.) 1.1 1.2 13 l. 4 'JOINT 1 2 4 5 6 7 MEMBER FORCES JOINT 1 2 3 4 ·4 5 !) 7 1 3 2 4 3 6 4 7 1. 4 2 5 4 6 5 7 8 1 9 6 AXIAL FORCE -1,S. 491 16,491 46,840 -46.840 9,500 -9.500 27,251 -27,251 10,S,6ti'1 -·106, 691 49,040 -49. ()40 -70,802 70.802 -33,492 33.492 -9.831 9.831 28.342 -28. 3,i2 60.065 -·60. 065 28.389 -28.389 -45.-637 45.637 92,176 -92.17.:> APPLIED JOINT LOADS, FORCE X 80.700 69.900 .001 .000 ·-. 000 • 000 , FORCE Y -25.700 -9.500 -25.700 -9. 50() -25.700 -9.500 SHEAR FORCE -.0213, .028 .046 -• •:>1i6 -. 04,, • ·!>46 -,012 ,012 .ooo -.ooo -.ooo .000 -.ooo .ooo .ooo -·.000 1.700 1,700 .ooo -.ooo 1.700 1,700 -.ooo ,000 .028 -.028 .012 -.012 FREE JOINTS MOMENT Z -.oo .oo -.oo .oo .oo .oo REACTIONS,APPLIED LOADS SUPPORT JOINTS JOINT .3 8 9 SUM FORCE X -150.559 -.028 -.012 -·150. 600 FORCE Y 65.862 -45.637 172.176 112.400 MOMENT Z -.oo -.oo -.oo MOMENT -. 3,) .oo -.oo .57 .00 -• 11) .oo .oo .oo -.oo -.oo -.oo -.00 .oo .oo .oo .00 .00 .oo . 00 .oo .00 -.00 -.00 .36 -.oo • 1.:, .~T 2 4 5 6 7 • • FREE JOINT DISPLACEMENTS X-DISF'LACEMENT Y-D I SF'L,~CF.:MENT .0205 .0035 .0349 .0048 .0213 -.0036 • {)327 -. O,J,t}3 • 01 (}(} -.0071 .0305 -.0092 ROiATION -.0914 -.0006 -.0013 -• 00()5 -.-:)01~ -.0002 <:JNiiS IN FEET t~ND KIPS) MEMBER FORCES FOR MEMBER 1 =========~====~========================================================= LOADING 1 2 3 4 5 7 a 9 • JOINT 1 2 1 ~ .:. 1 2 1. 2 1 2 t 2 1. 2 1 2 1 2 AXI,~L FORCE -7. 7:;4 7.794 -7.719 7.719 -3.806 3.806 -27. 41i'1 27.,:.91 -27.402 27. 4t:)2 -23.025 23.025 -20.401 20.401 -20.2!33 20.283 -16.491 16.491 MEMBER FORCES FOR MEMBER ,, .. SHEAR FORCE MOMENT -.011 -.14 • ()11 .oo -.011 -.14 .011 .oo -.011 -.13 .011 .oo -.01i3 -.23 • 0:1.8 .oo -.017 -.21 .017 .oo -.017 -.21 . 017 .oo -.030 -.38 .030 .oo -.029 ·-. 36 .029 .oo -.028 -.31;, .028 .00 -~=====================================================================~ LOADING JOINT AXIAL FORCE SHEAR FORCE MCJMENT 1 3 25.427 .. 022 -.00 4 -25.427 -.022 .27 2 3 30.876 .022 -.oo 4 -30, B71S -.022 .27 3 3 35. 65{) .022 -.oo 4 -35.650 -.022 .27 4 3 33.822 .046 -.00 4 -33.822 -• 04,S ::i' • I 5 3 t~5. 063 .046 -.oo 4 -45.063 -. 04,S o:"'""? • -.JI 6 3 49.781 .046 -.oo 4 -49.7131 -.046 • 513 7 3 31. {)31 .046 -.oo 4 -31. 031 -• 04,S .57 a 3 42.214 .046 -· • O<> 4 -42.214 -.046 .57 9 3 46.840 .046 -.oo 4 -4,S. 840 -• 04,S .57 MEMBER FORCES FOR MEMBER 3 •===================================================================== LOADING JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 4 5.600 -.022 -.27 5 -5.600 .02i .oo 2 4 3.600 -.022 -.27 5 ··5. 600 .022 .oo 3 :. 9,800 -.022 -.:?7 5 -9.800 .022 .oo • 4 4 :) , -+30 -.046 -.57 5 -·5. 430 .046 .00 5 ·-+ 5. 430 -.046 -.57 5 -5. tt30 ,046 • O,) ,> 4 !)', 500 -. 041:, -I 3!3 5 -·9. 500 • •J4,6 • 0·:) 7 4 5.430 -.046 -.57 5 -·5. 430 • ,J4.::, .oo f' ., 4 5.430 -• 041:, -.57 5 -5.430 .046 .oo 9 i 9,500 -. 041:, -.57 5 -9.500 . 0416 .oo ~tEMBER FORCES FOR MEMBER 4 =======================================================================~ LOADING JOINT AX:~AL FORGE SHEAR FORCE MCIMENT 1 , 14.668 -.006 -.07 0 7 -1.4, 6,)8 .006 .oo •") .:. .:") 14.743 -.006 -.08 7 -14.743 • 00,S .oo 3 6 18.656 -.007 -.08 7 -1.B,65,S .007 .oo 4 6 28.409 -.008 -.10 7 -28,409 .008 .oo 5 , 28. Lt99 -.009 ..• 11 ,:) • 7 -28,499 • 001] ,00 , , 3..., •") ·'• I::" -• ()•'.)9 -·. 12 0 0 """. ,:,,.-;.;,J. 7 -32.245 .009 .00 7 6 23 • .3.:.1 -.011 -.14 7 -23.341 .011 .oo 8 6 23.459 -·. 012 ...• 15 7 -23.459 • 01:! .oo 9 6 27.251 -.012 -.16 7 -::?7.251 .012 .oo MEMBER FORCES FOR MEMBER 5 ~======================================================================= LOADING JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 1 51. 90,S .ooo .00 3 -51. 906 -.000 .oo r\ 1 52.854 .ooo .oo ..:. 3 -52. 85Lt -.ooo .oo 3 1 53.570 .000 .oo 3 -53.570 -.ooo .oo 4 1. 11:::!. 2B5 .ooo • 00 3 -112.285 -.ooo .oo 5 1 11.\.379 .ooo .oo 3 -114.379 -.ooo .oo 1S 1 ..J .123 .ooo .oo • 3 -·115.123 -·. 000 .oo 7 1. 103.97~ .ooo .oo 3 -103.975 -.ooo .oo a t 105.997 ,000 .oo 3 -105.997 -.ooo .oo 9 1 106.691 .ooo .oo 3 -106.691 -.000 .oo MEMBER FORCES FOR ~EMBER 6 ------===============:------~==========~-===============---------=------ .ItING JiJ!Ni AX:~AL FOR{:E SHEAR FOF<CE MClMENi 1 2 25. :'272 -.000 .00 4 -:!S.272 .000 -.00 2 2 25.130 -·. 000 -·. 00 4 -25.130 • 00•:) -.oo 3 2 25.672 -.000 .00 4 -~5. ,)72 .ooo -• -00 4 2 63.568 -• 00() -.oo 4 -,,3. 51:,13 .000 -.00 5 2 63. 40{) -.000 -.oo 4 -,S3, 400 ,000 -• CuJ 6 2 ..:>.ict. 10 -.ooo -.00 4 -64.01') .ooo -.00 7 2 8.738 -.000 -·. 0{) 4 -48.738 .ooo -.oo 8 2 48.515 -.000 -·. 00 4 -48.515 .ooo -.oo 9 2 49.040 -. 00·'.) -.oo 4 -49.040 .ooo -.oo MEMBER FORCES FOR MEMBER 7 ======================================================================== LOADING JOINT AXIAL FORCE SHEAR FORCE MOMENT 1. 3 -3•t. 370 -.000 .oo , 34.370 .000 -.oo • 0 ,.. 3 -33.422 -. •:>OO .oo ..:. l.> 33 • .-!)22 .ooo -.oo 3 ... ,) -32.705 -• 00•) -·. 00 , 32.705 .ooo -.oo ,::, 4 3 t , • 504 -.ooo -.00 , 33. 5,'.),:} .ooo -.oo •:> 5 3 -81.409 -.000 -.oo , 81.409 .ooo -.oo 0 , 3 -80.666 -.000 -.oo () , 80.666 .ooo -.oo 0 7 3 -73.51!3 -.ooo -. ·:>O , 73.518 .ooo -·. 00 0 8 3 -71.496 -.ooo -.oo , 71.496 .000 -·. 00 0 9 3 -70.802 -.ooo -.oo 6 70.802 .ooo -.oo nEMBEF"~ FORCES FOR MEMBER 8 ------========== ======================================================~ LOADING JOINT AXlAL FORCE SHEAR FORCE MOMENT 1 4 -17.109 .ooo .oo 7 17 I 109 -.ooo ., 00 2 4 -17.251 .ooo .oo 7 17.:::!51 -• 0()0 .oo .3 4 -16.709 .ooo .oo 7 tu.709 -.000 .oo 4 4 -43.357 .ooo .oo 7 43.357 -.ooo .oo 5 4 .oo·o .oo 7 43.525 -.ooo • ·00 6 4 -42.915 • •:)00 .oo .., .'t2. 915 .•• -000 .oo I 7 L> -33. 79,:> .ooo .oo .; 7 33 I 79 ~l -. 00•:) .oo a ,:> -·34. -'.)17 • 00{) .oo 7 3•L 017 ··,-.)00 • 0{) 9 L> -33.492 .ooo .oo 7 33.41)~ -,000 .oo MEMBER FORCES FOR MEMBER 9 LO,~DING JOINT AXIAL FORCE SHEAR FORCE MOMENT 1. 1 -1S. 7311 1.200 .oo lt 6.739 1.200 .oo ,, 1 -7.542 1. 700 .oo ..:. ·~ 7.542 1.700 .oo 3 1 -13. 1411 1.700 .oo 4 8.1Lt9 1.700 .oo 4 1. -111. 75 .'t 1..200 I 00 Lt 19. 75.:} 1.200 .oo 5 1 -21. 527 1.7.'JO .oo 4 21.527 1.700 . 00 6 1 -22 I 157 1.700 .oo 4 22.157 1.700 • 00 7 1 -7, 5~51 1.200 .oo 4 7.531 1.200 . 00 8 1 -11. 243 1. 700 .oo 4 9. 2,:}3 1.700 • {)0 • 9 1. -9,B31. 1.. 700 .oo 4 9.831 1.700 .00 MEMBER FORCES FOR MEMBER 1 ·:> ~======================================================================~ LOADING JO:CNT AX:rAL FORCE SHEAR FORCE MCIMENT 1 2 14. ft80 .ooo .oo 0:-,J -1·L480 -.000 • 00 2 2 14.600 .000 .00 5 -14.600 -.ooo .oo 3 "") 14.141 .000 -.oo .... 0:-,J -1:t.141 -.000 .oo 4 2 36.712 • •:>OO .oo 5 -36.712 -.ooo .oo 5 '") 36.854 .ooo -.00 .... 5 -3,L 854 -.ooo .oo . 2 36.336 • •:)00 .oo 0 ~ -3tS. 336 -.ooo .oo 7 2 28.600 • 00•:) -.oo 5 -28.600 -.000 .oo 8 2 28.783 .000 • 0·:) 5 -28. 7138 -.ooo .oo 9 2 28.342 ~000 .oo 5 -2t3.342 -.000 .oo tA=cER FORCES FOR MEMBER 11 ~~~===========================================J~====================== LOADING JOINT AXIAL FORCE 1 4 29.157 6 -29.157 2 4 28.354 SHEAR FORCE 1.200 1.200 1.700 MOMENT .oo .oo ,00 6 -28. 35.:} 1,70,) .oo 3 4 27.747 t. 7•)0 • :)1) •• 6 -27.747 1 • 70·') .oo 4 4 ,'.), l327 1..200 .oo 6 -70.827 1.200 . ,'.),'.) 5 4 61i',054 1.. 7·)0 • ()0 , -69. 05,!} 1.700 .oo ..:> I) 4 613.423 1,700 • 00 , -68.423 1.700 .oo 0 7 4 ,,2. 3,;5 1.200 .oo 6 -62.365 1,200 .00 !3 4 ,,o. 653 1.700 .00 6 -60.653 1,700 . (),:) 9 4 60,065 1..700 .00 6 -60.065 1.700 • 00 MEMBER FORCES FOR MEMBER 12 LOADING JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 5 14.502 -.000 .oo ~ -14,502 .000 ••• {)O , 2 5 14.622 -.000 .00 7 -1.4.622 .000 -. c,o 3 5 14.162 -·. 000 .oo 7 -1.4.162 .000 -.oo .4 5 36.759 -.ooo .oo 7 -36.759 .000 -.00 • 5 5 36.900 -.ooo -.00 7 -31$. 900 .ooo -,{)0 , 5 36.382 -.ooo .oo () 7 -36.382 .000 -.oo 7 5 28.646 -.000 .oo 7 -213. ,s4,; .ooo -.oo 8 5 28.834 -.000 -.oo 7 -28.834 .ooo -.oo 9 5 28.389 -.ooo .oo 7 -28.3t39 .000 -.oo MEMBER FORCES FOR MEMBER 13 ~==========:============================================================= LOADING JOINT AXIAL FORCE SHEAR FORCE MOMENT 1. 8 -21,004 .011 -.oo 1 21.004 -.011 .14 "l 8 -iiL 331 .011 .•• 00 .:. 1 16.331 -·,011 .14 3 8 -12.7913 ,011 -.oo 1 12.798 -.011 .13 4 8 -,,9.~72 .018 -.oo 1 69.272 -.018 .23 5 8 -58.~23 dH7 -.00 1 58.523 -.017 .21 6 8 -54.541 ,017 -.oo • 1 54.5.:}1 -·. 017 .21 7 8 -59.0213 .030 -.oo 1 59.028 -.030 .38 a 8 -49. O,S1 • 029 -.oo 1 49.061 -.029 .36 9 8 -45.637 .028 -.oo 1 45.637 -.028 .36 MEMBER FORCES FOR MEMBER 14 .• DING JOINT AX:~AL FORCE 1 9 47. 133 I) -47.1i33 2 9 51.856 iS -51. 851) 3 9 55.390 , -55.390 t) 4 9 89.146 I) -89.146 5 9 99..045 I) -911 I 045 6 9 102.398 I) 102.31113 7 9 78.735 , -78.785 t) 8 9 88.752 6 -138.752 9 9 92.176 6 -92.176 • • SHEAR FORCE .006 -. 001) .006 -.006 .007 -.007 .008 -.00!3 .009 -. 0011 .009 •• I 009 .011 -.OU. .012 -.012 .012 -.012 MOMENT -.oo • ':)7 -.oo .08 -·. 00 • 013 ···. 00 .10 -.oo . 11 -.oo .1~ -.oo • 1 ·l -.oo .1~ -. 0•'.) • ltS +88888888838883888888888888888888888388888888888888888388888888888888888889393~- 't t ~ $, t:· t t :t f.. *' t t :t,f..$, t-t f..t,$-$ • * $ $ $ * $ $ * $ $ t $ f: $ t *· t :t: t t. t. t t t $ $ $ :Ii$$$ $ $ t $ t $ $ :Ii :Ii$$$ $ t, t t-$ t t-t,. t $. t, t t-t ,U $$ $$ $ $ $ $ $$ $$ t $ $ :Ii t $ :u. H:-tt t l~ t-$· *· f. $. t, $. $.$$,f$. $-$t-$-$ DEST .::W. BOWDLE USER==W. BOWDLE QUEUE.::LF'T DEV ICE.::@C:Ji'--l•:> 3EQ.:.:59 QF'RI.:.:127 LF'~'.:.:<S4 CPL.:.:80 COP1ES::1 LHt:rT.:.:24 CREAiED: 5-NOV-34 13:21:0.:> SNQUEUEII: 5·-N:JV-84 13:23:30 PRINTING: 5-Nov-a.:> 13:23:30 PATH.:.::UDD:W.BOWDLE:STRES32,0U7 $$$ $$$$$ $$$$ $$$$$ $$$ $$$ $$$ $$$ $ $ $$$$$ t $ *· $ $ $-*· $ $ * *· $-1:-*· *· *' *· i-$ $ $ ·$ $ $ $ $ $ $ $ :Ii $$-$, $. $$,U-$-$ :J:.$. *·*·*· *·*·*· t-$ *· $ t $ $ $ $ $ $ $ $ $ $ ·$ $ $ $ $ t-$ *· $ *· $-$-$ $ *-*· t-$ *-$ *· *· t• $$$ $ $. $ $$$$$ $$$ $$$ $$$$$ $$ $$$ ,,u $ +B8888888888BBBBB8BBB8888888888BBBBBB8BBBB8888888BBBB8888888888BBB8888BB8888888+ • • NOWAK-MEULMESTER & ASSOCIATES AOS REV 04.60 AOS XLPT REV 04.61 : ·' ~ 5/:34 -13 :21. :1.'.) • SY87EMS PROFESSIONAL 3TRESS -PROGRAM NO. 16.1 REV-301F.~1 Htttt ************************************************************************ STRUCTURE KOLL 7000-BRACED FRAME 1 TYPE PLANE FRAME S NUMBER OF JOINTS 9 NUMBER· OF MEMBERS 14 I NUMBER OF LOADINGS 3 NUMBER OF SUPPORTS 3 $ UNITS KIPS FEET LIST MEMBER PROPERTIES IN INCHES TABULATE ,~LL JOINT COORDINATES 1 o.oo 12.50 t 2 3 20.00 0.00 SI 4 5 20.00 25.00 S 6 7 40.00 25,00 I 8 MEMBER INCIDENCES o.oo 25.00 20.00 12.50 40.00 12.50 0.00 o.oo 1 1 2 $ 2 3 4 -1 5 1 3 $ 6 2 4 $ 9 1 4 $ 10 2 5 I 13 8 1 $ 14 9 6 MEMBER RELEASES 3 7 11 4 3 4 4 START MOMENT Z END MOMENT Z 5 THRU 10 $ 12 I 14 • TART MOMENT Z . END MOMENT Z i 11 $ 13 $-3 I::" ,J , •:> 6 s $ 9 40.00 $ 4 6 7 ·$ 8 4 7 $ 12 5 7 o.oo UNITS KIPS INCHES CONSTANTS E 29000. ALL MEMBER PROP PRIS AX 5.59 1 THRU BS 13 $ 14 IZ 30.3 291 * TS 6X6X1/4 MEMBER PROP PRIS AX 8.85 9 THRU 12 UNITS KIPS FEET LOADING NO. 1 BF-1, SEISMIC JOINT LOADS IZ 1 FORCE Y -13.10 FORCE X 56.10 2 FORCE Y -5.60 FORCE X 57.70 4 FORCE Y 1.00 5 FORCE Y -·5. 6<'.) 6 FORCE Y -7.40 MOMENT Z -47.9 7 FORCE Y -2. 80 . MEMI1ER LOt~DS 9 FORCE Y UNIFORM W -.12 $ 11 LOADING NO. 2 BF-1, SEISMIC+ FL JOINT LOADS 1 FORCE Y -17.70 FORCE X 56.10 2 FORCE Y -5.60 FORCE X 57.70 4 FORCE Y .50 5 FORCE Y -·5. 60 6 FORCE Y -18.60 MOMENT Z -95.0 :AJRCE Y -2.80 ~l!lllfBER LOADS 9 FORCE Y UNIFORM W -.17 $ 11 ·LOADING NO. 3 BF-1, SEISMIC+ FL JOINT LOADS 1 FORCE Y -17.70 FORCE X 56.10 2 FORCE Y -9.80 FORCE X 57.70 * W 14X30 + RF s 4 FORCE Y ,50 5 FORCE Y -9.80 6 FORCE Y -18.60 MOMENT Z -95.0 .• ORCE Y -·5. 60 ~ IBER LOADS 9 FORCE Y UNIFORM W -.17 S 11 UNITS KIPS FEET SOLVE PROBLEM CORRECTLY SPECIFIED, EXECUTION TO PROCEED . • • STRUCTURE KOLL 7000-BRACED FRAME 1 .• ITS.:: IN.:: INCHES.:: AND .::i'(IF'S) .::::.::.::.::::.::.::.::::.::.::::.::.::.::.::.::.::.::.::::.::.::.::::.::::.::.::::::.::.::.::.::.::.::::.::.::.::.::.::.::.:: MEMBER PROPERTIES AREAS MOMENTS OF INERTIA· CONSTANT MEMI!ER LENGTH X-AXIS Y-AXIS Z-t'4XlS X·-AXlS Y-AXIS Z-AXIS E 1 150.00 5.6E 00 O.OE-01 3.0E 01 2.9E 04 2 150.00 5 .. ;E 00 O.OE-01 3.0E 01 2.9E 04 3 150.00 5.6E 00 O.OE-01 3.0E 01 2.9E 04. 4 150.00 5.6E 00 O.OE-01 3.0E 01 2.9E 04 5 283.02 5.6E 00 O.OE-01 3.0E 01 2.9E 04 6 283.02 5. ,SE 00 O.OE-01 3.0E 01 :! • 9E 04 7 283.02 5.6E 00 O.OE-01 3.0E 01 2.9E 04 l3 283.02 5.6E 00 •:>,OE-01 3.0E 01 2,9E 04 9 240.00 8.8E 00 O.OE-01 2.9E 02 2.9E 04 10 240.00 l3.8E 00 O.OE-01 2, 1,E 02 2.9E 04 11 240.00 8.8E 00 O.OE-01 2.9E 02 2.9E 04 12 240.00 8,BE 00 i),OE-01 2.9E 02 2.9E •)4 13 150.00 5.6E 00 O.OE-01 3.0E 01 2,9E 04 14 150.00 5,6E 00 O.OE-01 3.0E 01 2.9E 04 •• • £_~UCTURE =KOLL= 7000-BRi~CED =FRAME.:: 1:: :::: :::: ==:::::: =:: :::: :::: ==== = .::.:::: :::: :::::: === = === :::: :: === = .ITS IN FEET AND KIPS) LOADING NO, 1 BF-1, SEISMIC MEMBER 1 2 3 4 7 8 .9 1!) 11 12 13 14 JOINT 1 2 4 5 6 7 MEMBER FORCES JOINT 1 2 7 1 3 "" ... 4 3 6 4 7 1. , ,:) 5 7 B 1 9 6 AXI1~L FORCE -16, 7iS9 16,769 13,2413 -13.248 5.600 -5.600 liS. 521S -16.526 77. ,StS2 -77.662 42.205 -42.205 -5cS. 475 56.475 -25. BtrB 25.898 -9.794 9. 79L~ 21. 92{3 -21.928 47.891 -47.891 21, 9cS1 -21 .• 961 -43.630 43.630 57.453 -57.453 APPLIED JOINT LOADS, FORCE X 56.100 57.700 .000 -.ooo -.ooo .ooo FORCE Y -13.100 -5.600 1.000 -5.600 -7.400 -2.800 SHEAR FORCE -• 01i3 • 018 ,033 -.033 -• ,)~33 .033 -,000 .ooo .ooo -.000 -,000 .ooo -,000 •. 000 , 000 -.ooo 1.200 1 .• 200 .000 -·. 000 -1. 195 3.595 .ooo -• 000:) .0113 -·.018 .ooo -.ooo FREE JOINTS MOMENT Z -.oo -.oo -.oo .oo -47,90 .oo REACTIONS,APPLIED LOADS SUPPORT JOINTS ~NT .3 8 9 SUM FORCE X -113.7i32 -.018 -.000 ···113. 800 FORCE Y 24.477 -43.630 57.453 38.300 MOMENT Z -.oo -.oo -.oo MOMENT -.23 .oo -, ,:)O ,.',.'") ..... -.42 .oo .oo -.00 ,00 .oo -.oo -.oo -.oo -.oo , 00 .00 , 00 .oo -.{)0 .00 -.oo -47.90 -.oo .oo -.oo .23 -.oo .oo .~T 2 4 5 .• I) .., ~ • • FREE JOINT DISPLACEMENTS X-DISF'LACEMENT Y-DISF'L1~CEMENT .0154 ,0034 .0270 .0047 , 01.l~ -.0010 . ()253 -.0015 .01:!5 -.0044 .0236 -.0057 ROTATION -.0011 -·. 0004 -.0010 -.0003 -• i)049 -•. 0002 .UCTURE::: KOLL::: 7•:>00-!IRA CED::: FRAME :::·1 :::::::::::::::::::::::::::::::=:::::::::::::::::::::::::::::::::::::::::::::::::::::::::.::::.::::::::::.:::::.:: \.JNITS IN FEET AND KIPS) LOADING NO. 2 BF-1, SEISMIC+ FL }1EMBER 1 . ., ~ 3 4 5 6 7 8 .9 10 11 12 13 14 JOlNT 1 4 5 , 0 7 MEMBER FORCES JOINT 1 2 3 4 4 5 , 0 7 1 3 2 4 3 6 4 7 1 4 2 ':":' ,J 4 6 5 7 8· 1 9 I I) AXIAL FORCE -17.488 17.4138 13.832 -1.3.832 5.60() -5.600 15. so-::, -1.5.80,S 79.285 -79.:?'35 43.562 -43. 5,;2 -54.853 54.853 -24.540 24,540 -·11. 169 11. 169 20.777 -20,777 46.516 -46,516 20.810 -20,810 -40.109 40.109 69.929 -1S9, 929 APPLIED JOINT LOADS, FORCE X 56.100 ~7.700 .000 -.000 -.000 .000 FORCE Y -17.700 -5.600 .500 -5. ~soo -18.600 -:?.800 SHEAR FORCE -.018 .018 .033 -.033 -.033 .033 -.ooo .000 .ooo -.000 -.ooo .ooo -.ooo .ooo .ooo -.ooo 1.700 1,.7,')0 .000 -,000 -3.050 tS.450 .ooo -.000 ,018 -,01!3 .000 -.000 FREE JOIMT.S MOMENT Z -.oo -.oo .oo .oo -95.00 .oo REACTIONS,APPLIED LOADS SUPPORT JOINTS .. i B 9 31JM FORCE X -113.782 -.018 -.ooo -113.800 FORCE Y 26.780 -40.109 69.929 56.600 MOMENT Z -.oo -.oo -.oo MOMENT -.22 .oo -.00 ..i,, I a..:. -.42 .oo .oo -.oo .00 . 00 --. 00 -.oo -.oo -.00 .oo .oo .oo • 00 -.00 .00 .oo -95.00 -.oo .oo -• 0{) .22 -.oo .oo .t~T ,.. ...; Lt 5 6 7 • • FREE JOINT DISPLACEMENTS X-DIS?LACEMENi Y-Il!SPLACEMENT .()155 • ()031 .0273 .0044 .016.:} -.0011 .0257 -.0015 .0128 -.0054 , 02•H -• 00t)I) R!JiATION -.0011 -, 000·\ -.0010 -.0003 -.0101 -.0002 __ UCiURE .::l<OLL :: 7000-BRACED = FRAMS:.:: 1 .::::::::.::::::::::.::.::::::::.::.::::.::.::.:::::.::::::::.::::.::.::.::::.::.::::::.:::::: ~IiS IN FEEi AND KIPS) · LOADING NO. 3 BF-1, SEISMIC+ FL+ RF =======~===========================================~=~~---~------------- MEMBER 1 3 1S 7 8 .9 1.0 11 1.., ... 1.3 14 JOINT 1 2 4 5 I) 7 ;'1EMBER FORCES JOINT 1 2 3 4 4 5 I) 7 1 3 2 4 3 6 4 7 1 4 2 5 4 6 7 1 9 AX I i~L FORCE -13.474 13.474 1 i3, .. t-')4 -·18,404 9.800 -9.80,) 1i3.420 -13.420 79,892 -79.892 43.914 -43.914 -;=j:1, 247 54.247 -24, 1139 24. 189 -11. i)83 11.683 20.-478 -20,478 46,001 -46.001 20,S12 -20.512 -36.417 36.417 72,221 -72,221 APPLIED JOINT LOADS, FORCE X 5,S. 100 57,700 ,000 .000 -.000 .000 FORCE Y -17.700 -9.800 .500 -9.800 -18.600 -5.600 SI-IEAR FORCE -.017 ,,')17 .033 -.033 -.033 .033 -,000 .000 ,000 -·. 000 -.000 .000 -.000 .000 .ooo -.000 1,700 1.700 ,000 -.000 -3.050 6.450 .ooo -.000 .017 :.., 017 .000 -.000 FREE JOINTS MOMENT Z -.00 .oo .oo .oo -95.00 -.oo REACTIONS,APPLIED LOADS SUPPORT JOINTS JOINT -9 SUM FORCE X -113.782 -.017 -.ooo -113.800 FORCE Y 31. 9tJiS -36.417 7~.221 67.800 MOMENT Z -.oo -.oo -.oo MOMENT -.22 .00 -.oo .42 -.42 .oo .oo -.oo .00 .oo -.oo -.oo -.oo -.oo .oo .oo .oo .oo .00 .oo , 00 -95.00 .oo .oo -.oo .22 -.oo .00 FREE JOINT DISPLACEMENTS -·~T X-DISF'LACEMENT Y-D I SF'L,~CEMENT ROTATION .0155 .002a -.0011 ,, .0272 .0038 -.0004 .. 4 .0164 -.0014 -.0010 5 .0256 -.0022 -.0003 I) .0128 -.0056 -.0100 7 . ()240 -.0070 -.0002 • . ·- • .• UCTURE =KOLL::: 7000-!lRACED :: FRAME::: 1 ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.::::::.::.:::::::::::::·:: (UNITS IN FEET AND KIPS) MEMBER FORCES FOR MEMBER 1 ====================================-~--===~=---===-=---------.--------- LOADING JOINT AXIAL FORCE SHE,~R FORCE MOMENT 1 1 -16.71)9 -.01B -.23 2 1. . ..-:, • 7.6~ .018 .00 r\ 1 -17. it3B -,01!3 -.22 ..:. 2 1. 7 •. :>83 .018 .oo 3 1 -13,474 -,017 --,,,, I.__ 2 13 I 47,:~ .017 .oo nEMitER FORCES FOR MEMBEF< 2 :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~============ LOADING JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 3 13.248 • {)33 -.oo 4 -1.3.248 -.033 .42 2 3 13.832 .033 -.oo 4 -1.3.832 -.033 .42 3 3 18.-404 .033 -.00 4 -1.B,404 -.033 4.., I ,.;. .BER FORCES FOR MEMBER 3 ======================================================================== LOADING JOINT AXIAL FORCE SI-IEAR FORCE MOMENT 1 4 5,600 -.033 -.42 5 -5.600 .033 .oo 2 4 5.600 -.033 -.42 5 I-Hg~ I • 'J~:-,3 .oo 3 ·4 I -.033 -.42 5 0 .033 .oo MEMBER FORCES FOR MEMBER 4 :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::= LOAitlNG JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 6 16.526 -.ooo .oo 7 -tis. 526 .ooo -. ,'.)0 2 6 15.806 -.ooo .oo 7 -tS.806 .ooo -.oo 3 , • "i20 -.000 .oo 0 7 -1.8.420 .ooo -.oo MEMBER FORCES FOR MEMBER 5 ------------------------------------------------------------------------ L.1ING JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 1 77.662 .ooo .oo 3 -77.662 -.000 .oo 2 1 79.285 .ooo .oo 3 -79.285 -.ooo .oo 3 1 79.892 .ooo .oo 3 -79.892 -.000 .oo ~EMBER FORCES FOR MEMBER 6 ·,::::==::::~==:::~::=::::::====:=::::::::=;::::==::::=:::=====:::::::::==:==:::::==:==~ 1 2 42.205 -.000 -.oo 4 -42.205 .ooo -.oo 2 2 43.562 -.ooo -.00 4 -43. 5,,2 • 000 -• 00 3 2 43.914 -.ooo -.oo 4 -43.914 .ooo -.oo MEMBER FORCES FOR MEMBER 7 LOADING JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 3 -5,S. 475 -.ooo -.00 , 56.475 • 00".) -·. 00 ~ 2 3 -;-_).q. ,:.,,. -.000 -.oo 6 54.853 .000 -.oo 3 3 -54.247 -.000 -.00 6 54.247 .000 -, >')0 ~1EMBER FORCES FOR MEMBER 8 ======================================================================== LOADING JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 ti -25.898 .000 .oo • 7 25. 81i'B -.000 .oo 2 L> -24.540 .000 .oo 7 24,540 -.000 .oo 3 4 -24.189 .000 .oo 7 24.1B1i' -.000 . 00 MEMBER FORCES FOR MEMBER 9 '======================================================================== LOADING JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 1 -1]. 794 1.. 2•:)0 .oo 4 9.794 1.200 .oo ~ 1 -11. 1,S9 1. 7•')0 .oo 4 11. 1,:,9 1.700 .oo 3 1 1.700 .00 4 11.683 1.700 .oo MEMBER FORCES FOR MEMBER 10 =======================================================================~ LOAitlNG JOINT A' :tAL E!JB!~~ SHEAR FORCE MCIMENT 1 2 21.928 I .ooo -.oo 5 -21.928 -.000 .oo 2 r\ 20.777 .000 -.oo "" 5 -:?0.777 -.000 .oo • 3 2 20.478 .ooo .oo 5 -20.478 -.000 .oo MEMBER FORCES FOR MEMBER 11 ------------------------------------------------------------------------ LOADING 1 JOINT 4 AXIAL FORCE 47.891 SHEAR FORCE -1. 195 MOMENT -.oo ' 1-47.891 3.595 -47.90 ,:) '"' 4 46.516 -3.050 .00 ., • 6 -46.516 6.450 -95.00 3 4 46.001 -3.050 .00 6 -46.001 6.450 -95. O,) ~1EMI!ER FORCES FOR HEHI!ER 12 =========--============================================================~ ~OADING JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 5 21.961 .ooo -.oo 7 -:?1. 961 -.ooo .oo 2 5 .20.810 .000 -.00 7 -20.810 -.000 .oo 3 5 20.512 • •JOO .00 7 -20.512 -.000 .oo MEMBER FORCES FOR MEMBER 13 ======-=------========================================================== LOADING JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 8 43.630 .01B -.oo 1 43.630 -.018 .23 2 8 -40.109 ,01!3 -.oo 1 40.109 -.018 .22 3 B -36,417 .017 -.oo 1 36.417 -.017 .22 .BER::: FORCES= FOR= MEMBER==: 14 :::::::::::::::=========:::::::::::::::::::::::::::::::::::::::::::::::=::::::::::=:=:=::::::::::=::::=:.:: -LOAIIING JOINT AX!AL FORCE SHEAR FORCE MOMENT 1 9 57.453 .ooo -.oo 6 -57.453 -.ooo .oo 2 9 69.929 .000 -.oo 6 -1S9, 929 -.ooo .oo 3 9 72.221 .000 -.oo ,S -72.221 -.000 • 00 • +99999999999999999999999999999999999999999999999999999999999999999999999999999~~ •• $$$ ·$ $- $ * $$- $ t *· $$$ t t t·~ lH: 1:t-t., $ ll t * ~:-:t:-t ttttt: $ $ *· $ $ t * $ i $ $ ;J: t-, t, t t t $ t-t t t t t $ $ $ $$$$ $ t $ iii t; $ :t :Ii $:Ht- $ $ * :t :t t t t l: t ll t $ :r. $$ $$ $$ * $ iii $ ** $$ $ * $ i t: *· H:-$$$:I:-:u:i: :I! $ t t:1:-$ t::Jl.ttt:-t $ t. $-$- DE3T=W.BOWDLE USER=W.BOWDLE QUEUE~LPT DEVICE~@CON4 3EQ~6o QPRI~t27 LPP~64 CPL~ao COPIES~t LlMIT=34 CRE1~iED: 5-NOIJ-34 13:2:.:;:20 ENiWEUEII: 5-MCPJ-134 13:~!3:48 PRINTING: 5-NO!J-84 13:28:47 ?ATH=:UDD:W.BOWDLE:STRESS3.0UT ·$·$$$$ $iii$$ $$$$$ $$$ :U$ $$$$$ $$$ $ $ *· $ :t, *· t, $ $ *· $ *· $- * $ $ * $ $ $ $ $ $ $ t,$.$$ $-$-$$-$$$-1:-$$--u:,$ *· *· t $ $ $ $ $ $ $ $ $ $ $ $ $ $ $-.1:, *· $ *· i, $-$-*· *· * iii $ $ ·$$$$·$ ·$$$ iii$$ $$$ $$ $$$ $$$ ·$. $$$$$ $, i-:. $ i t, t- $ $ $-t:, t +999999999999999999999999999999999999999999999999999999999999999999999999999999? • • NOWAK-MEULMESTER & ASSOCIATES .!tOS REV 04. ,SO AOS XLPT REU 04.61 A 5/8,:> ·-13:25:28 ~ SYSTEMS PROFESSIONAL STRESS -PROGRAM NO, 16,1 REV-301F,A1 *** ************************************************************************ STRUCTURE KOLL 7000-BRACED FRAME 5 TYPE PLANE FRAME $ NUMBER OF JOINTS 13 NUMBER OF MEMBERS 22 I NUMBER OF LOADINGS 3 NUMBER OF SUPPORTS 3 $ UNITS KIPS FEET LIST MEMBER PROPERTIES IN INCHES TABULATE ,~LL .JOINT COORDINATES 1 0. 0{) o.oo '"' $ 2 'J. 00 12.50 .:> 3 o.oo 25.00 *· 4 20.00 o.oo s 5 20.00 12.50 $ 6 20.00 25.00 7 40.00 0.00 s *" 8 40.00 12.50 9 40.00 25.00 $ 10 10.00 12.50 11 10.00 25.00 $ 1.2 30.00 12.50 13 30.00 25.00 MEMBER :INCIDENCES 1 1 2 $ 2 2 3 ·$ 3 4 5 ·$ 4 5 , .:.> ~ 7 B $ 6 8 9 $ 7 1 10 $-8 2 11 9 10 4 ·$ 10 11 5 $ 11 4 1" ~ $ 12 s 13 1.3 12 7 t:-14 13 8 $ 1~ 2 10 $ 1iS 10 5 .5 12 t 18 1" 8 ·$ 19 3 11 $ 20 11 6 ~ ' 13 t: 22 13 9 I) MEMBER RELEASES 7 START MOMENT :z END MOMENT .... .i.. 8 TI-IRU 1.:. 1 START MOMENT z $-3 $-5 *· 15 t-19 ·$ 17 $ 22 END MOMENT .... $ 16 $ 20 ·$ 13 i.. UNITS KIPS INCHES CONSTANTS i::-29000. ALL ,_ 21 ~1EMBER PROP F'R!:3 AX 5.61 IZ 2tS. 2 * TS 6X4X5/16 1 THRIJ 14 MEMBER PROP PRIS AX 8.85 15 THRIJ 22 UNITS FEET LOADING NO. 1 BF-5, SEISMIC JOINT LOAIIS .. .., .4L 2 FORCE Y -3.60 FORCE X 53.70 3 FORCE Y -2.02 FORCE X 68.00 5 FORCE Y 5.04 6 FORCE Y -2.813 8 FORCE Y -3.60 '1 FORCE Y -2. BB MEMBER LOADS 291. * w 15 fORCE Y UNIFORM W -.07 $ 16 $ 17 I 18 19 FORCE Y UNIFORM W -.13 1 20 I 21 I 22 L-IING NO. 2 BF-5, SEISMlC + FL .. IT LOADS 2 ORCE Y -6.50 FORCE X 53.70 3 FORCE Y -2.02 FORCE X 68.00 5 FORCE Y -13.94 6 FORCE Y -2.88 B FORCE Y -6.50 9 FORCE Y -2.88 14:<30 :1EMBER LOADS 15 FORCE Y UNIFORM W -.37 $ 16 S 17 $ 18 .,FORCE Y UNIFORM W -• 13 *-20 *· 21 $ 22 DING NO. 3 BF-5, SEISMIC+ FL+ RF :INT LOADS 2 FORCE Y -6.50 FORCE X 53.70 3 FORCE Y -4.54 FORCE X 68.00 5 FORCE Y -13.94 6 FORCE Y -,S. 48 8 FORCE Y -6.50 lJ FORCE Y -6, 48 MEMBER LOADS 15 FORCE Y UNIFORM W -,37 S 16 $ 17 $ 18 19 FORCE Y UNIFORM W -,29 S 20 S 21 S 22 UNITS KIPS FEET SOLVE PROBLEM CORRECTLY SPECIFIED, EXECUTION TO PROCEED . • • STRUCTURE KOLL 7000-BRACED FRAME 5 .• ITS IN INCHES AND KIPS) ~EMBER PROPERTIES ~1EMI•ER LENGTH X-AXIS AREAS Y-AXIS 1 2 3 -4 5 ,S 7 8 9 1.0 11 12 13 14 15 16 17 -20 21 22 • 150.00 5.6E 00 O.OE-01 1~0.00 5,6E 00 0,0E-01 150.00 5.6E 00 O.OE-01 150.00 5,6E 00 O.OE-01 150.00 5.6E 00 O.OE-01 150.00 5,6E 00 O.OE-01 192.09 5.6E 00 O.OE-01 192,09 5.6E 00 0,0E-01 192.09 5.6E 00 O.OE-01 192.09 5,6E 00 O.OE-01 192,09 5.6E 00 O.OE-01 192.09 5.6E 00 O.OE-01 192.09 5.6E 00 O.OE-01 192,09 5.6E 00 O,OE-01 120.00 8.8E 00 O.OE-01 120.00 B.BE 00 O.OE-01 120.00 8.8E 00 O.OE-01 120,00 B.BE 00 O.OE-01 120.00 8.8E 00 O.OE-01 120.00 8.SE 00 O,OE-01 120.00 8.8E 00 O.OE-01 120,00 B.BE 00 O,OE-01 Z-AXlS MOMENTS OF INERTIA X-AXIS Y-AXIS Z-AXIS CONSTANT t:" .. 2.6E 01 2.9E O•i :.<SE 01 2.9E 04 2.6E 01 2.9E 0·4 2":.E 01 2,9E 04 2,6E 01 2.9E 04 2. 1:.E 01 2. 9E 04 2,6E 01 2.9E 04 2, 1SE 01 2. 9E 04 2.6E 01 2.9E 04 2 e1:.E 01 2. 9E 04 2.6E 01 2.9E 04 2.6E 01 2,9E 04 2.6E 01 2.9E 04 2.6E 01 2.9E 04 2.9E 02 2,9E 04 2.9E 02 2,9E 04 2.9E 02 2.9E 04 2.9E 02 2,9E 04 2.9E 02 2.9E 04 2.9E 02 2.9E 04 2.9E 02 2.9E 04 2.9E 02 2,9E 04 STRUCTURE KOLL 7000-BRACED FRAMES ··.:: =:: = = == .::.:: === :::::: .:: ==== ===.::.:: == ==.:: ::::.::::.:: == .:::: ::.::::::::: == ==:: = .:::::::::: ===:: :::: == === =:: = =:::: = :: = ::.:: .:::: :::: lITS IN FEET AND KIPS) LOADING NO. 1· BF-5, SEISMIC ===============================================~===============~~-----=- i'1EMBER FORCES MEMBER JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 1 -15.715 . 0113 -. •)0 2 15.715 -.018 .23 '"' '"' 2 I 2111 -.01B -.23 ... ... 3 -2.291 .018 -.oo 3 4 4,303 .010 -.oo 5 -4.303 -.010 .13 4 5 3, 3513 -.010 -• 13 6 -3.558 .010 -.oo 5 7 27.383 .00!3 .oo 8 -27.383 -.008 ,10 6 8 3,287 -, {)08 -.10 9 -3.287 .008 .oo 7 1. -53.427 .000 --.oo 10 53.427 -.ooo .oo 13 2 -28.117 .ooo .oo 11 28.117 -.000 .oo . 9 10 54.324 I 00•'.) -.oo .1.0 4 -54.324 -.000 .oo 11 3{). 752 -.ooo -.oo 5 -30.732 • 000 -• O<) 1.1 4 -42 I 6 1}0 ,<)00 .oo 12 42.690 -.000 .oo 12 5 -23,1376 .000 .oo 13 23.876 -.000 .oo 13 12 44.312 .ooo .oo 7 -44,312 -.000 .oo 1-\ 1. 3 2cS. 1,S3 -.000 .oo 8 -26.163 • 00•:) -.oo 1.5 2 71. 22!3 .350 -.oo 10 -71.223 .350 -.oo 16 10 3.917 .350 .oo 5 -3.917 .350 .oo 17 5 38.022 , 06,S -.oo 12 -38.022 • 63t> -2.84 1!3 12 -u,. 327 .cS34 2.!H 8 16.327 .066 .oo 19 3 68,01B .271 .oo 11 -68.018 1.029 -3.79 20 11 31. :?42 1,.:)29 3. 7!] , -·31. 242 .271 .oo 0 21 , 31.2~1 .407 -.oo () 13 -·31. 251 .993 -2 . .:.3 .::?2 13 -.00!3 • l31}3 2.43 9 .003 .407 .oo APPLIED JOINT LOADS, FREE JOINTS JOINT FORCE X FORCE y MOMENT ~ .... '"' 53.700 -3 .. SOO -.oo ... 3 68.000 -2. 02{) -.oo 5 -.001 5.040 -.oo .• 6 -.001 -2.880 -.00 3 -.000 -3.600 -.oo 9 -• O•:>O -2. 88() .0,:) 1.0 .000 -.000 .oo 11 -·. 00•:) .000 .oo 12 .000 -.000 .oo 13 .000 -·. 000 .oo REACTIONS,APPLIED LOADS SUPPORT JOINTS JOINT FORCE X FORCE y MOMENT -i... 1 -33.394 -57.434 -• 1:)0 4 -6,:). ,:) 1 L) 13.389 .oo 7 -27. iS90 61. 9!3,S .oo SUM -·121. 698 17.940 FREE JOINT DISPLACEMENTS JOINT X-DISF'LACEMENT Y-DISF'LACEMENT ROTATION 2 .0113 .0012 -.0007 3 .0180 .0010 -.0005 5 .0083 -.0003 -.0006 , .0142 -.0006 -.0004 0 8 .0075 -.0021 -• •)005 •• .0130 -.0024 -• 000.:> .0085 -.0001 -.0001 11 .0154 .0014 -.0001 1.2 • 00,S9 -.0001 -.0001 13 .0130 -.0010 -.0001 • .• iJC TURE::: XO LL::: 7 •') O O ··BRA CED::: FRAME::: 5 ::::::::::::::::=:::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::: :::::: ::::::::::::::::::.:: ~ITS IN FEET AND KIPS) LOADING NO. 2 BF-5, SEISMIC+ FL =====================================================~================== MEMBER FORCES MEMI!ER JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 1 -9.90:3 • 017 • •)0 "l 9.903 -.017 -~1 ... 2 2 2.298 -.017 -.21 3 -2. 2!?8 . 017 -.00 3 4 21.561 .010 -.00 5 -21.5,H -.010 .1.3 4 5 3.572 -·. 010 -.13 6 -3.572 .010 -.oo 5 7 33.195 .009 .oo 8 -33.195 -• 001, .12 , 8 3. 29•1 -• {)09 -.12 () 9 -3.294 .009 .oo 7 1 -50.614 .000 .oo 10 50.614 -.ooo .oo 8 2 -25.710 .000 -.oo 1.1 25.710 -. ,:)00 .oo • 9 10 56.570 .ooo .oo 4 -56.570 ·-, 000 .oo 10 11 28.327 -.000 .oo 5 -28.3:!7 .000 -.oo 11 4 -40.444 .000 -.oo 1.2 . 40.444 -.ooo • 00 12 5 -26.301 .000 -.oo 1.3 '.26.301 -.ooo .oo 13 12 t}7. 125 .000 .oo 7 -47.125 -.000 .oo 14 13 28.570 -• ()00 .00 l3 -28.570 .ooo -• Qi') 15 2 69.77.7 1.375 -.oo 1,,j -cS9.727 2.325 -4.75 16 10 2.770 2.325 4.75 5 -2.770 1.375 .oo 17 5 36.875 1.092 -.oo 1.2 -36.87;.: 2. ,SOB -7.5!3 18 1 '"> .:.. -17.828 2.608 7.53 8 17.8213 1.092 .oo 19 3 68,016 .278 -.oo 11 -1S8. 016 1.022 -3.72 20 11 34.259 1.022 3.72 I) -34.2~9 .27t3 • 00 21 , 34.268 .414 -.oo 0 13 -3lt.26B .13136 -2. 31) .2 13 -.009 .886 2.36 9 .009 • 41.4 .oo APPLIED JOINT LOADS, FREE JOINTS JtHNi FORCE X FORCE y MOMENT z 2 53.700 -,::>, 500 -.oo 3 ,rn. ooo -2.020 -,00 5 -.000 -13.940 -.00 ' -.001 -2.!3BO -• ,)0 ;.) .8 -.000 -6. 50() -.00 !~ -I 00•:) -2.8130 .oo ~-I 10 .-:>OO .00-:) -.00 1. 1 -.000 I .;)()0 .00 12 .ooo .ooo • {)0 . 1.3 .000 -,000 .oo REACTIONS,APPLIED LOADS SUPPORT JOINTS J:JINT FORCE X FORCE '( MOMENT .. I. 1 -31.635 -49.426 .oo -4 -,;0.,,14 34.153 .oo 7 -29.448 69.993 .00 SUM -121, tl9B 54.720 FREE JOINT DISPLACEMENTS JO!NT X-IllSPLACEMENT Y-DlSPLACEMENT ROTATION 2 .0112 .0008 -.0007 3 .0182 .0006 -• 0•:)05 5 .0033 -.0017 -·. 0006 iS .0142 -.0019 -.0004 8 .0076 -.0026 -.0005 .9 ,012B -.00213 -.0004 0 .0084 -.0004 -.0001 "--J.1 .0155 .0005 -,0001 12 .0069 -.0004 -.0000 13 ,0128 -.0019· -.0000 • STRUCTURE KOLL 7000-BRACED FRAME 5 .• ::.:: :: :::::::::: :::: .:: :::::: ::.:: :: =:::: :::: = = ::.:: :::::::: :::::::::: =:: = :::: ===:: :::::: :::: :::::: :: :: == .::.:: .:: :::: :::: :: :: :::: .::::.:: ITS IN FEET AND KIPS) LOADING NO. 3 BF-5, SEISMIC+ FL+ RF MEMBER FORCES MEMBER JOINT t~XIAL FORCE SHEt~R FORCE MOMENT 1 1 -5.689 .016 .oo 2 5.689 -.016 • 2·) "' 2 5.399 -.016 -.20 .... 3 -5.399 .016 .oo 3 4 27.889 .010 .oo 5 -27.889 -.010 .12 4 5 8. 3:-!,S. -.{)10 -.12 6 -·8. 326 .010 .oo 5 7 38.4132 .010 .oo 8 -38.482 -.010 1 '":I . .:.. 6 8 7,468 -. 01".) -. l.2 9 -7.468 .010 -·. 00 7 1. -50.346 • 000 .oo 10 50. 34,:> -.000 .oo 8 2 -24.1175 .000 --• 00 11 2Lt. 195 -.00{) .00 . 9 1.0 5,S. 479 .ooo • 00 .10 4 -56 • .!t79 -~000 .oo 1.1 29.423 -.000 .oo 5 -29.423 .000 -·. 0,;') 1.1 4 -40.526 .ooo -.oo 12 40.526 -.000 • 0·'.) 12 5 -25,195 .ooo --• ·:)0 13 25.195 -.000 .oo 1. 3 12 47.402 .000 .oo 7 -47.402 -.ooo .00 14 1.3 30.094 -.000 -.oo 3 -30.094 .ooo -.oo l.5 "' ,rn. 7132 1,305 -.oo ..:. 10 -68.782 2.395 -·5. 45 LS 10 2,049 2.395 5.45 5 -2.049 1.305 .oo 1.7 ':j 31S. 1 •\8 1..015 -.oo 12 -36.148 2.685 -8.35 ta 12 -18.779 2. 15-85 13.35 8 18.779 1.015 .oo 19 3 68. 01.iS .859 -.oo 11 -68.016 2.041 ···5. 91 20 11 34.520 2.041 5. 91. 6 -34.520 .859 .oo 21 tS 34,529 .9137 -.o-:> 13 -34.:529 1.913 -4.63 .2 13 -.010 1.1113 4. 1S3 9 .,'.)10 .987 .oo AP?LlED JOlNT LOADS, FREE JOINTS JOINT FORCE X FORCE '( MOMENT z 2 53. 7•)0 -6.500 -.oo .... . .;) 68,()00 -4.540 -.oo :=:; -.000 -13. 94() -I i)O 6 -.001 -6.480 -I 0,'.) .!3 -• O,)O -:) . 5C10 -.oo .~ -• I 000 -6.480 -·.00 1.0 .ooo .000 -. ·:)0 11 -.000 ·-. 000 -·. 00 1 .... ·-.000 -.000 • ,:)0 13 .00•) -.000 -.oo REACTIONS,APPLIED LOAD3 SUPPORT JOINTS JOINT FORCE X FORCE y MOMENT z l. -31. •\67 -45.003 ,00 4 -60. 6•)9 40.346 .oo 7 -29.622 7~.497 .oo SUM -·121. 698 70.840 FREE JOINT D:tSPLACEMENTS JOINT X-DISPLACEMENT Y-DISF'LACEMENT ROTATION 2 .0111 .0004 -• 00•')7 3 .0182 .0000 -.0005 5 . 00133 ~.0021 -• 0001S 6 .0142 -.0028 -.0004 8 .0077 -.0030 -.0005 9 .0129 -.0-:>35 -.0004 -i .0084 -.0004 -.0001 .0155 -·. oc,01 -.0001 12 .0069 -.0004 -.0000 13 ,0129 -.0026 -·. 0000 • STRUCTURE KOLL 7000-BRACED FRAME 5 •.... -::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: :--· ::: ::: :::-::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: .:: ::: :: (UNITS !N FEET AND KIPS) MEMBER FORCES FOR MEMBER 1 ======-================================================================= LOADING JOINT Al I Al=-f:9.R..~ SHEAR FORCE MOMENT 1 1 -15.715 ! .OlB :-,00 2 i 15. 715 : -,01.3 .23 '"'I 1 ; I .017 .oo ..:. -fl I 1103 2 9.903 -·. 017 .21 3 1 -S.689 .016 .oo "'.I 5. l>89 -.01,5 .20 - ~1EMitER FORCES FOR MEMBER 2 LOADING JOINT AX:~AL FOF<CE SHEAR FORCE MOMENT 1 2 2.291 -.018 -.23 3 -2.291 .01B -.oo 2 2 2.298 -.017 -.21 3 -2,29t3 .017 -.oo 3 2 5.399 -.016 -.20 3 -5. 3 119 I\/ 1<5 • 00 .BER =FORCES =FOR= MEMBER==-·3 ============================:=================== LOADING JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 -t 4.303 • 010 -.oo 5 -4.303 -.010 .13 '"'I 4 21.561 ,010 -.oo ..:. 5 -21.561 -.010 .13 3 4 I 27.8139 I OH) .oo 5 ! -27.889 -.010 .12 MEMBER FORCES FOR MEMr'.IER 4 ---~=======::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~ LOADING JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 5 3.558 -.010 -.13 I) -3.S58 .010 -.oo ,, 5 3.572 -.010 -.13 ,:., I) -3.57.2 ,010 -.oo 3 5 8.326 -.010 -.12 6 -8. 321S .010 .oo MEMBER FORCES FOR MEMBER 5 --------------------------------------------------------------~--------- .DING JOINT AXIAL FORCE SI-IEi!iR FORCE MOMENT 1· 7 27.383 .008 .oo 8 -27.383 -.008 • 10 2 7 33. 1115 • 001] .oo 8 -33.195 -.009 .12 3 7 J 313.4132 I .010 • <>O 8 ~38.482 -.010 .12 ~EMBER FORCES FOR MEMBER 6 2 3 .JOINT 8 r; 8 9 8 !'J A:GAL FORCE 3.287 -3.2!37 3. 29~} -3 I ~1,4 7.468 -7.46B ~1'EMBER FORCES FOR MEMBER 7 SHEAR FORCE -.008 ,0013 -·. 009 • 001,;, -.010 .010 MCJMENi -, :Li') .oo -·. 12 • 0•:) -.12 -.oo ========================================================-=====~=-======= LOADING JOINT AXIAL. FQBC~ SHEAR FORCE MOMENT 1 1 f-~3. 427 ' ,000 -.oo 10 l..§A!_'i 2 7 ~ -.000 .oo __ ... , ..... "l 1 -50.614 ,000 .oo .. 10 50,614 -.000 • 0{) 3 1 -50. 34,S .ooo I 00 10 50.346 -.000 .oo MEMBER FORCES FOR MEMBER 13 =======================================================================~ LOADING JOINT A' IAL FORCE SHEAR FORCE MOMENT 1 2 -28.117 I .ooo .oo 11 2!3, 11]~ -. •)00 .oo • 2 2 -25.710 ,000 -.oo . 11 2~.710 -.ooo .oo 3 ") -24.195 .ooo -.oo .... 1.1 2-4. 1 i,5 -.000 .oo MEMBER FORCES FOR MEMBER 9 ~======================================================================= LOADING JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 10 54,324 • 0•:)-'.) -.oo 4 -54.324 -.ooo • o·o 2 10 56,570 ... ,, .ooo ,00 4 1-56. 570 -.ooo .oo 3 10 51S. 479 .ooo .oo 4 -56.479 -.000 .oo MEMBER FORCES FOR MEMBEF< 10 -·---==================================================================~ LOAIIING JOINi AXIAL FORCE :3HEAF< FORCE MOMENT 1 11 I 30.752 I -.ooo -.oo I 5 1-30,752 I ,000 -.oo 2 11 28,327 r -.ooo .oo 5 -:?B.327 .ooo -.oo 3 11 29.423 -.ooo .oo .BER 5 -29,423 .ooo -.oo FORCES FOR MEMBER 11 ======================================================================== LOADING JOINT AXIAL FORCE 1 4 ~42,690 I SHEAR FORCE .ooo MOMENT .oo : : 12 !4~.690 -.000 .oo .... 4 -.. f (). 4~+4 .000 -. •)0 ·-12 40.444 -·. 000 .oo • 3 4 -4(). 521> • ·)0') -,0,) 12 40.526 -·. 000 .oo MEM!tER FORCES FOR MEMBER 12 ~.OAD:tNG JOINT AXIAL FORCE SHEAR FORCE HClMENT 1 I:" .;J -23. 87l> .000 .oo 13 23 ~"876. -• 00•) .oo 2 5 !-·26. 301 . .000 -.oo 1.3 I 26.301 -. o·oo ,,)0 3 5 -·25. 195 • 00·'.) -.oo 13 2~. 1i75 -.000 .oo MEMBER FORCES FOR MEMBER 13 ======================================================================== LOADING JOINT AXIAL FORCE SHEAR FORCE MOMENT 1. 12 44.312 .ooo .oo ·7 -44.312 -.000 .oo 2 12 47.12:5 .000 .oo 7 -47.125 -.000 .oo 3 12 47.402 .000 .oo 7 -47.402 -·. 000 .oo MEMBER FORCES FOR MEMBER 14 • =::: ::: ::: ::: ::: ::: = ::: ::: ::: = =::: =::: =::: ::: ::: = = = :: = =::::::::::::::: :: ::: ::: ::: :: ::: =::: = = ::: :: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: ::: :: .:: LOAIIING JO:CNT AXIAL FORCE SHEAR FORCE MOMENT 1 13 26.163 -.ooo .oo l3 -26.163 • O•:>O -.oo 2 13 28.570 -.000 .oo B -28.570 .000 -.oo 3 13 30.094 -.000 -.oo 8 -30.094 .000 -.oo MEMBER FORCES FOR MEMBER 15 =====================================:================================== LOADING JOINT 1 2 10. 2 2 10 3 2 10 AXIAL FORCE i ..., 1 '"l'1!'.:. I , • .:...;. :> !-71. 228 I 69,727 -69.727 ,:ia. 782 -68.782 ~EMBER FORCES FOR MEMBER 16 SHEAR FORCE .350 .350 1.375 2.325 1,305 2.395 MOMEN7 -.oo -.oo -.oo -4.75 -.oo -·5. 45 ==~====================================================================~ LOAD!NG JOINT AXIAL FORCE SHEAR FORCE MOMENT .1 10 I 3. 917 1 .350 .oo 5 ,-3. 917 l .350 .oo 2 10 2.770 2.325 4.75 5 -2.770 t.375 .oo 3 10 2,049 2.395 5.45 5 -:?.049 1.305 • 00 MEMBER FORCES FOR MEMBER 17 'DING JOINT AXI,~L FORCE Si-lE1~R FORCE MOMENT 1. 5 I 313.022 • O:McS -.00 I 12 :-38. ()22 .634 -2.84 ,.., 5 31). !375 1. 01J2 -.00 . .:. 12 -36.375 2,608 -7.58 3 5 3u.14B t.•)15 .•• 00 ,.. 12 -36.148 2.685 -8.35 ~1EMBER FORCES FOR MEMBER 1!3 ======================================================~--~===-=--=====-- LOADING JOINT AX::AL FORCE SHE Ar< FORCE MOMENT 1-12 -16.327 .634 2.84 8 16.327 • 01S1) • 00 ,, 12 -·17. 828 2.608 7.58 .:. a 17.8213 1.092 • 00 3 12 18. 779-) 2.685 8.35 8 1B. 779 t 1.015 .oo MEMBER FORCES FOR MEMBER 19 ======================================================================== LOADING JOINT At<IAL FORCE SI-IEAR FORCE MOMENT 1 3 68.01B 'I .271 .oo 11 -68.018 } 1,029 -3.79 ' 2 3 6i3. 016 .278 -.oo • 11 -68.016 1.022 -3.72 3 3 1>!3. 011~ . 8511 -.oo 11 -·68. 01,:S 2.041 ···5. 91 .MEMBER FORCES FOR MEMI1ER 20 ================================================================:======== LOADING .JOlNT AXIAL FORCE SHEAR FOt~CE MOMENT 1 11 31.242 1,029 3.79 1S -31. 242 .271 .oo 2 11 34.259 1.022 3.72 I) -34.259 .278 .oo 3 11 34~520 2. 0:)41 5.91 1S -34.520 . 8511 • 00 MEMBER, FORCES FOR MEMBER 21 LOADING JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 tS 31.251 .407 -.00 13 -31. 251 .893 -2.43 2 6 34.268 • 41.4 -.oo 13 -34.268 .886 -2.36 3 I 34.529 .9137 -.oo i) 13 -34.529 1.913 , , ... --i • O..:!I ~-!fEr< i=ORCES FOR MEMBER 22 -~-· --=================================================================~ LOAitlNG 1 JO:CNT 13 9 AXIAL FORCE -.008 .008 SHEAR FORCE .893 .407 MOMENT 2.43 .oo -~99999999999999999999999999999999999999999999999999999999999999999999999999999+ '.ti~:-$- $ . ~; *· $$$ 3:, $ :Ii 1:-~:, ~:- * :I; :H:H :I: :Ii$ :Ii ~: :l::J::H, $ :l''l''H=!' i $ ~: l: $ $ ~: $ ~: .. ~! $ t: $ $ :p :~ $ ,~ $ * ii: * :t, $ ... l: t: ~: t, $ !: ~: 1: i: :~ ~: ~! 4, t ~: :H:$~: .. ~: * $ t * $ $ :I: ·• $ $ :r, t :j; t :t- l: ~:-t:·~:-$~: 1! •· ~: t· 1: H: ~: ~= $ ~; t t ~-:i> ·$ :ll:!l ~;$$:I; ~i :Ii :l\ :l: .... ·$ * ~i :~ $ ~;:Ji$$$ :l',$ $$$ DEST=N.BOWDLE USER=W.BOHDLE QUEUE=LPT DEVICE=@CON4 SEQ~28 QPRI~127 LPP=64 CPL=80 COPIES=! LIMIT~55 CREATED: 16-JAN-85 7:38:16 ENQUEUED: 31-JAN-85 10:14:59 ?RINTINB: 31-J~N-85 10:14:58 PATH=:UDD:W.BOWDLE~STRESSl.OUT ~; 1:, ~;, ~:. :t:, $-~:-!!:,~:-1[:, ~:-~:-~:-~:-~:-~:-~:-1-=-~=-a:-~: .. H:-a: $ $ $ $ ·$ ~; * $ $$ 1: .,, $ ~; $ ~; '.!.-1:-t =· ~:-~: $, ~:-t ,• t :, t !~ :Ii :i;:'H$ $$:H $$$ $$:Ii $ :~ $ $ ~; 1:, $-t-$-t-~:-*· t, 1: a:. $- $ $ :Ii $ $ :Ii $ $ $ :H; $ * ~; :Ii ~=· ~:-~:-~:-~:-!!:-$-$, iU-!t $-~:,:!:, ~:-~:-t-$-~:-M:-~:-~:-$, ~:-~~ ~:- t ~:-~:. ~:-~; *· t :!~ ~: t t- +999999999999999999999999999999999999999999999999999999999999999999999999999999+ NOWAK-HEULMESTER & ASSOCIATE 0 f..)08 REV Ob. o:~; ADS XLPT REV 06.03 1/16/85 -7:38128 "** SYSTEMS PROFESSIONAL STRESS -PROGRAM NO. 16.1 REV-301F.A1 *** ************************************************************************ STRUCTURE KOLL 7000-BRACED FRAMES 2-4 TYPE PLANE FRAME t NUMBER OF JOINTS 9 NUMBER OF MEMBERS 14 $ NUMBER OF LOADlNGS 9· NUMBER OF SUPPORTS 3 $ UNITS KIPS FEET LIST MEMBER PROPERTIES IN INCHES TABULATE ALL JOINT COORDINATES 1 o.oo 12.50 $ 2 3 20.00 0.00 S $ 4 5 20.00 25.00 $ 7 40.00 25.00 S MEMBER INCIDENCES 1 1 2 $ 2 3 5 1 3 $ 6 2 9 1 4 $ 10 2 13 8 1 $ 14 9 MEMBER RELEASES B 4 4 5 6 t $ $ 0.00 25.00 20.00 12.50 40.00 12.50 0.00 o.oo S 3 4 ~ J 7 3 6 11 4 6 5 START MOMENT Z END MOMENT Z 6 THRU 12 2 START MOMENT ZS 13 S 14 1 END MOMENT Z $ 3 $ 4 UNITS KIPS INCHES CONSTANTS E 29000. ALL $ 9 40.00 0.00 S $ 4 6 7 $ 8 4 7 $ 12 5 7 MEMBER PROP PRIS AX 5.59 rz 30.3 * TS 6X6X1/4 1 THRU 8 $ 13 $ 14 MEMBER PROP PRIS AX 8.85 IZ 291 * W 14X30 9 THRU 12 UNITS KIPS FEET LOADING NO. 1 BF-2, SEISMIC JOINT LOADS 1 FORCE Y -13.10 FORCE X 46.63 2 FORCE Y -5.60 FORCE X 44.88 4 FORCE Y -13,10 S 6 5 FORCE Y -5.60 $ 7 MEMBER LOADS 9 FORCE Y UNIFORM W -.12 $ 11 LOADING NO. 2 BF-2, SEISMIC+ FL JOINT LOADS 1 FORCE Y -17.70 FORCE X 46.63 2 FORCE Y -5.60 FORCE X 44.88 4 FORCE Y -17,70 $ 6 5 FORCE Y -5.60 $ 7 HEHBER LOADS 9 FORCE Y UNIFORM W -.17 S 11 LOADING NO, 3 BF-2, SEISMIC+ FL+ RF JOINT LOADS 1 FORCE Y -17.70 FORCE X 46.63 2 FORCE Y -9.80 FORCE X 44.88 4 FORCE Y -17.70 $ 6 5 FORCE Y -9.80 S 7 MEMBER LOADS 9 FORCE Y UNIFORM W -.17 S 11 LOADING NO. 4 BF-3, SEISMIC JOINT LOADS 1 FORCE Y -16.53 FORCE X 94.38 2 FORCE Y--6.20 FORCE X 113.25 4 FORCE Y -15.28 $ 6 5 FORCE Y -5.43 $ 7 MEMBER LOADS 9 FORCE Y UNIFORM W -.12 $ 11 LOADING NO. 5 BF-3, SEISMIC+ FL JOINT LOADS 1 FORCE Y -27.BO FORCE X 94.38 2 FORCE Y -6.20 FORCE X 113.25 4 FORCE Y -25.70 $ 6 5 FORCE Y -5.43 1 7 MEMBER LOADS 9 FORCE Y UNIFORM W -.17 $ 11 LOADING NO. 6 BF-3,SEISHIC +FL+ RF JOINT LOADS 1 FORCE Y -27.BO FORCE X 94.38 2 FORCE Y -10.90 FORCE X 113.25 4 FORCE Y -25,70 $ 6 5 FORCE Y -9.50 $ 7 MEMBER LOADS 9 FORCE Y UNIFORM W -.17 $ 11 LOADING NO. 7 BF-4, SEISMIC JOINT LOADS 1 FORCE Y -15.28 FORCE X 100.88 2 FORCE Y -5.43 FORCE X 87.38 4 FORCE Y -15,28 $ 6 5 FORCE Y -5.43 $ 7 MEMBER LOADS 9 FORCE Y UNIFORM W -.12 S 11 LOADING NO. 8 BF-4, SEISMIC+ FL JOINT LOADS 1 FORCE Y -25,70 FORCE X 100.88 2 FORCE Y -5.43 FORCE X 87.38 4 FORCE Y -25.70 $ 6 5 FORCE Y -5.43 $ 7 MEMBER LOADS 9 FORCE Y UNIFROM W -.17 S 11 LOADING NO. 9 BF-4, SEISMIC+ FL+ RF JOINT LOADS 1 FORCE Y -25.70 FORCE X 100.888 2 FORCE Y -9.50 FORCE X 87.38 4 FORCE Y -25.70 $ 6 5 FORCE Y -9.50 S 7 MEMBER LOADS 9 FORCE Y UNIFORM W -.17 $ 11 UNITS KIPS FEET SOLVE PROBLEM CORRECTLY SPECIFIED, EXECUTION TO PROCEED. STRUCTURE KOLL 7000-BRACED FRAMES 2-4 ===========================================-============================ (UNITS IN INCHES AND KIPS) MEMBER PROPERTIES f~REf.)S MOMENTS OF INERTI(..'1 CONSTf~NT MEMF.!Eri: LENGTH X-AXIS Y--AXIS Z-AXIS X-·t:,XIS Y-·{-1XIS Z··AXIS E 1 150.00 5. 6E: 00 0.0E·-01 :1. OE 01 2.9E ()l} ., .:. 1.50.00 ~5. (:rt..=: 00 0. OE··01 ·, r· t~ , .. , • v,_ 0 l 2. 1i'E Olv 3 :1.50.00 5.6E 00 0. OE-0:l. -.· ..... ,..... .;:; • V;:. 0:1. L: II ':YE 01.} 4 1~30. 00 5.6E 00 O.OE-01 ~~. OE 01 2. 1i'E 01. ., 5 ;;.~83 ~ 02 5.6E 00 O.OE-0:1. 3.0E O:!. ;1.. 9E QI.} 6 2B:·5. 02 ~L ,SE 00 O.OE--01 -1 r· r• ,:>. ,Ji~ 01. 2. !JE 04 :? 2e:3. o:-;~ 5.6E 00 O. OE···O:l. ~). C,E Ol 211 9t:: ()i} p ·' 2g;5. 02 5.6E 00 O.OE·-01 3.0E 01. =~. \1t:. 04 9 2/.}0. 00 8.8E 00 0. OE·-·01 ;,::. '7t~~ ();l :?. = 9t: 04 1. 0 240.00 B.BE 00 0. OE··Oi 2. ~?E o·· .:. 2. <i'E 0-4 :1.:1. ~:!40. 00 8.BE 00 0. OE·-01 2. t?iE: 02 2.':tE 01.} 1. 2 240.00 B.BE 00 O.OE-01 :! . 1fE 02 2. ~i'E O•\ :1.3 150.00 !:i. 6E 00 O.OE-0:1. :1: 1l ,:) r.:: 0:1. 2at9E C1l} 1.4 1.~jO. 00 ~i. f:,E 00 0, OE--0:L "''l 11 t~ t.~• •• },_ 01. :-2. ~i'E 04 STRUCTURE KOLL 7000-BRACED FRAMES 2-4 ~======================================================================= <UNITS IN FEET AND KIPS) LOADING NO. 1 BF-2, SEISMIC ======================================================================== MEMBER FORCES MEMBER JOINT AX:tf::iL FORCE SHEAR FORCE 1 1 -11. 011B -.01~5 2 11. 098 • 0:1.5 2 3 :;!(:, I 41 (~t 0 ... l .. 7 II ~/ 4 .... 2,!>. 4-1-6 ·-. 027 3 4 5.600 -.o:i;1 5 ···5. t,00 .027 -4 ·'-,_. l.6,9B2 -.007 7 -<l.6. 982 .007 !::' ,J 1 1~,;5. 9136 .ooo 3 -·,$3. 98t, -·. 000 l· -· 2 31..506 ..• 000 4 ·-31. 506 .000 7 3 -43.B70 ..• 000 , Q 43.870 .000 p .. 4 -2l.. 4:Jt:, .000 7 21.476 ...• 000 9 1. ··7. 6,S0 1.200 4 7. 6,!:,0 1.200 1.0 2 1B. 17B .000 c:· -..I ···18. 178 ···• 000 11 4 ;5;1 .21.5 1.200 ,,~. ···37. 21.5 t.200 1 'J ·-~.., ,J tB.205 ..• 000 7 -18.205 .000 1.3 B ··30.7:t1 • 01~3 1 ~~o. 71:1. -.015 1.4 9 54 .• 533 .007 ., ···!54. 533 -.007 ,:::, APPLIED JOINT LOADS, f: .. ~,t--i-·-,· t,,.~ E~ ,JOINTS -.JOINT FORCE X FORCE y MOMENT ..,, /... 1 46. ,S30 -13.1.00 ... 00 •") ,:.. 44.880 .... !5. 6()0 -.oo 4 .000 ·• 1. 3. 100 -.oo 1::-._1 .ooo ···!5. 600 .oo 6 .. , 000 -1~5.1.00 .00 7 .ooo ···5. 600 .oo REACTIONS,APPLIED LOADS SUPPORT JOINTS .JOINT FORCE X FORCE y MOMENT ~~ 3 -111.. 4Bli' 37.077 -.oo 8 ·-.()15 ···30. ?11 ...• 00 if ..• 007 5.1\. 5~53 ..• 00 SUN ···91. • t".i 10 60.900 MOMENT .00 ..• 00 ..• 34 .oo ..... 013 • 0() .00 • 00 .oo .•.• (h'.) ... 00 -·. 00 .oo .oo • 00 .00 -.oo .oo .00 . (){) .00 ···. 00 ..• 00 ... 00 .08 JOINT 1 2 4 5 6 7 FREE JOINT DISPLACEMENTS X-DISPLACEMENT Y-DISPLACEMENT .0125 .0024 .0217 .0032 .0131 -.0020 .0203 -.0025 .0102 -.0042 .0189 -.0055 ROTATION -.0009 -.0004 -.0008 -.0003 -.OOOB -.0002 STRUCTURE KOLL 7000-BRACED FRAMES 2-4 =================~==~====~==========~~=~=~==u=~====~=~~======u=========~ (UNI"rn IN FEET AND KIPS) LOADING NO. 2 BF-2, SEISMIC+ FL MEMBER FORCES MEMBER .JOINT AXI,!':iL FORCE SHE;~R FORCE :l :l ·--• 1 l. C 02:3 ·-.014 ... , ,.:. 11.023 • 014 2 ·-z -.1 3:1.. ::165 .027 -4 -31.t365 ..• 027 . .., .::., /.} !5 = .!)()0 -.027 5 ··5. 600 0'"1"? . ~--~ 1!;. I..) 17. O:.:i8 ·-. 007 7 -t7.05B .007 i::· ·-' 1 64. 93l½ . ()()() 3 ··64. 934 ... 000 ,, :;.:: 31 • ~l.!:-1:} .... 000 l::1 4 ---~3 l . ::-siS4 .000 7 3 --42. 922 ···• 000 6 42. !J22 .000 8 '1 .... 21. l.:,19 .0()() 7 21. 61 i, ..• 000 9 l -·8. 11,:";:3 :l..700 -4 B. 46:3 :l.700 :1.0 ;! 18. ~~~98 .000 , .. ;:, ··1.B.29B --• 000 :L:I. 4 36. 1i:l2 1.700 r ... 31S.41.2 1..700 £) :L~: 1::-..... l rl ·•·")C:' (.1,. -~:.~.-J ...• 00() 7 --:LB. 32~3 .000 1:3 8 ·-26.038 .014 1. 2,S. 03B .... a {)14 14 9 59.206 u007 ' .. 5i,. 206 --.007 () f~PPL.IF.:D .JOINT UJ<~DS .• FREE .JOINTS Ji:JIN"f FORCE X FORCE y MOMENT .., t.. 1 46. ,:)3(1 .... 1_7. 700 ·-. 00 2 44.BBO --5 aiSOO .oo 4 .000 -·:L 7. 700 ...• 00 5 ,000 --5. ,SOO .oo -~ ···.000 ···1. 7. 700 .oo -/ ,000 --~) a ~soo .oo REACTIONS,APPLIED LOADS SUPPORT .JOINTS JOINT FORCE X FORCE y MOMENT z :3 ---91. 489 43.531 ...• 00 f' :, ··.014 --26.03!3 -.oo •;> -.007 !:;9. 206 ·-. ()0 :3UM --1.?1., 510 76.700 MOMENT -·. 13 .oo ·-·. 00 . :~4 ...• :34 .00 -· fl (:19 . 00 .oo .oo .oo ..• 00 ...• 0() --• 00 .oo . 00 .oo '0() .00 .00 .oo ...• 0() ..• 00 OMO 11 ()() .1B ...• 00 O,;, • J. FREE JOINT DISPLACEMENTS JOINT X-DISPLACEMENT Y-DISPLACEMENT 1 .0124 .0020 2 .0218 .0029 4 .0131 -.0025 5 ,0203 -,0029 6 .0102 -.0046 7 • 0 U3'i' ··• 00~5tr ROTATION -.0004 ·-. 00()8 -• 000;5 ···. 0008 ..• 0002 ------------ STRUCTURE KOLL 7000-BRACED FRAMES 2-4 ----==~~~-=-============================================================ (UNITS IN FEET AND KIPS> LOADING NO. 3 BF-2, SEISMIC+ FL+ RF ======================================================~====~====~===~=~: MEMBER FORCES MEMBER JOINT f~iXIAL FOf~CE SHEf:iR FORCE 1 1 -7.1.10 -,01.4 2 7. u.o .014 ., ..:. ;3 :-sis. 6311 .027 4 ···36. -='>39 -.027 -z , .. 4 1i'. BOO -. o:i7 ,;:-,,J --s>. 800 • 0:?.7 4 6 2(). 1i'71 -.007 7 -·20. 97:1. .007 5 1. tS5. 1S51 .000 7. •..} ~-·65 .. ~,51 -.000 tS 2 31. 90~5 ... 000 4 ···31.905 .000 7 7 ,J .... 42. ~!05 ..• 000 , ·=-42. ~~05 .000 ,., i:, 4 -2l .. 077 .000 7 21.077 ·-. 000 9 1 -9.070 l..700 14 9.070 1.700 1.0 2 1.7, B:513 .000 1::-.J ·-17.838 -.000 1.1 ,. :-)~j, 80:3 1.700 "Y 6 ·-2)5. 8()!5 :t.700 :l •"J ..... 5 17. BM:i .. , 000 7 -17.865 .000 1.3 B --22. t30~5 • 01. 4 1 22.505 -·.O:J.,:~ 1 r. • "'t 9 62.740 ,007 , 0 -·62. 740 -• 0():i' APPLIED JOINT L0~~:08, FREE JOINTS .JOINT FORCE X FCmCE y MOMENT i.: 1. 41S. 1~,:rn -17.700 ..• 00 ;~~ 44.880 -·9. 800 .00 4 .ooo -17.700 ... 00 1:· ·-> .ooo ···9. 800 .0() 6 ... 000 -17.700 .00 7 .000 ... 9. 800 .oo REACTIONS,APPLIED LOADS SUP~ORT JOINTS JOINT FORCE X FORCE y MOMENT -, l .. 7 ,.J .. rn .. 4B;t lt<l, OM5 ... 00 :3 ·-. 014 -·22. 505 ..... ()(i <') -II 00;1 62.740 ... 00 StJJ\·1 -·'?:I .• !510 89.300 MOMENT --.1.7 .00 -.00 -.34 .00 ••• OIJ • ()0 .oo • 00 ... 00 ...• 00 -.00 ...• 00 • 00 .oo • 0{) .00 .00 .00 .00 .oo ... 00 -. (){) ..• 00 .17 O,:; • J FREE JOINT DISPLACEMENTS JOINT X···DISF'L.1:iiCEMENT Y-DISPLr~CEMENT ROTATION 1 .0123 .0017 ... 00011 :l. .0217 on ... j•"J;· • V,:..v ...• 0()04 ,i .01.:H -.002B --.000B 5 .0203 ·-. 0036 ~--& ()()()3 t:, .0103 --• 004B -.000B ? .0189 -·. 0065 .•.• 000:l. 3TRUCTURE KOLL 7000-BRACED FRAMES 2-4 ==~~=====~=~===============~============================================ (UNITS IN FEET AND KIPS) LOADING NO. 4 BF-3, SEISMIC MEMBER FORCES MEMBER .JOINT AXIi-~L FORCE SHEAR FOF.:CE :I. 1 ·--~~5. 850 . .... 02~) .-, .:: 35.850 I o:~?3 ,.) ,:.. •7. .... , :36. 3711 • 0!57 4 -36.371 ..• 0~57 3 4 5. 4:30 ·-. 057 I::" ,J -5.430 o~~-, • ~J ~ 14 , ·=-:;:Li. 218 ...• 009 7 -34.2:t.t:: . 0011 !5 1 1:39. 32~~ .ooo :3 ··1.3~;,.:322 -• OC•O l:., 2 79. 3:39 ···• 00() 4 _ .. -/9 a 3:5t;-.000 7 3 -·10!5. 420 -·. 000 , 10~3. 420 .000 t,:, 8 4 -·!:i4 • 3 :I. 7 .000 -, ,· 54.3:1.7 -.000 9 1 ·-23. 812 :I .• 200 4 :;~:·5. 1312 1 .• 200 10 2 L}5 u '7'7'4-.000 ~-,) ··45. 994 -.000 u. l} 8C)., l} j_ .,~~-1. 20() 6 ... B11. 414 :i..200 12 5 46.()52 -·. 000 ·1 I -46.052 .000 13 !3 ···91. 9,::,0 • 02:3 1. 91..960 -. 02~5 14 9 106. '.571 .009 ,S ··106. ~371. -• 0011 f:iPPL.IED -10:f.NT LOP1DS1 FREE .JOINTS . .JOINT FORCE X FORCE y MOMENT 7. 1 94. :320 -16. !.530 ·-. 00 :2 :1.1.:L 2!'j0 -c~,. 200 -.oo 4 .00:1. -·15. 280 ...• 00 5 .001 -5.430 • 00 ~ -·. 000 ···1!5.280 .oo .() 7 a CtCcO ··;5. 430 .oo REACTIONS,APPLIED LOADS SUPPORT JOINTS JOINT FORCE X FORCE '( MOMENT z 3 -207.598 5L,. 3:39 -.oo B -. 02;3 -111.. 9,SO ... 00 9 ···• 009 :1.06. !57:l. -·. 00 SUM -207.631. 1SB. 9~50 MOMENT -. :29 .oo ...• 00 "?"'l l .~ .,:· .. -·. 7~~ .00 ...• 11 .oo .00 • 00 ...• 00 ... 00 ...• 00 ..• 00 .oo .oo • ()0 .00 .oo .00 .00 • 00 ·-. 00 ..• 00 ...• 00 .... 00 .11. JOINT 1 ~ 4 4 5 6 7 FREE JOINT DISPLACEMENTS X-DISPLACEMENT Y-DISPLACEHENT .0283 .0071 .0517 .0099 .0302 -.0028 .0481 -.0032 .0232 -.0082 .0445 -.0109 ROTATION -.0021 -.0009 -.0019 -.0007 -.0018 -.0004 STRUCTURE KOLL 7000-BRACED FRAMES 2-4 <UNITS IN FEET AND KIPS) LOADlNG NO. 5 BF-3, SEISMIC+ FL ======~=~==z===========================================================~ MEMBER FORCES MEMBER .JOINT AXIP1L FORCE SME1~R FORCE 1 1 -~~5. 760 -I 02:J 2 35 11 :1 ,~.() . 0;22 2 3 47.613 or. .. ·7 . ,:; ; l~ -47. e:,:1.:3 ~ .... O!:.i7 3 4 5. 4;50 -& 0~'371 5 .... 5. l}30 • 0!57 4 6 :54. 3013 ... 010 7 ···34. 308 • 0:1.0 5 1. :1.41.416 .000 7 --1l~1. 4j.6 ·-. 000 . ., ,: {., 2 79.170 ..• 000 4 ···79. 170 .000 7 3 -103.326 ..... ooc, , :J.03. 326 .000 t!:) i:i ,., 4 ':...~5£!. 4136 .ooo 7 54. li86 ·-. 000 9 1. -2~J. 5135 l. ;100 Li ,., r:.· c:· (') I!:'. .r:..~ • ·-•v·-' 1.700 1.0 2 -4,s.1.:55 .000 ,::• .;J ···46. :1.35 ·-. 000 11 4 B7.641. 1.700 6 ···87. 6 1H :I .• 700 1.2 5 41S.193 -.000 7 ··-46.193 .000 13 13 -B1.2U. o·-:•':l • -· ,=....~ .. 1 8:1..211 .... sr022 j_.!i. <_;;1. U.iS. 470 .01.0 6 ···116.470 ·-. 0:1.0 APPLH:.It JOJNT UJ;"-l:08, FREE -.JOINTS JOINT FORCE X FORCE y MOMENT ·;, ,_ 1. 94. ;mo -27.800 .00 ;;.~ 1 t3. 25() ···t:.,. 200 .oo 4 .001 -2~J. ;100 .oo . 1::-···' .00:i. .... 5. L}30 .oo , -.ooo -25.700 .oo 1:, 7 .ooo -5.430 .oo REACTIONS,APPLIED LOADS SUPPORT JOINTS JOINT FORCE V FORCE y MOMENT . .,, r, /_ -, ,;; -207. 5ii'B 67.BOi -.oo 8 -· v 022 ·-8:1.. 2:1.1 -·.00 ij-··,Ol.O 1.:l.1L 470 ..• 00 SUM ···207. t>~~o :1.03. Ol\O MOMENT -I :l7 .00 -.oo .00 _ .. I :t 3 # ()0 .00 .oo ... 00 ...• 00 -.oo ...• 00 .oo • 1~)0 .00 .00 .00 .00 • 00 .oo ..• 00 ···• 00 ..• 00 .27 --. 00 • :I. :3 JOINT 1 2 4 ~ ~ 6 7 FREE JOINT DISPLACEMENTS X-DISPLACEMENT Y-DISPLACEMENT .0282 .0063 .0517 .0090 ,0302 -.0037 .0481 -.0041 .0233 -.0090 .0445 -.0116 ROTATION -.0021 -.0009 -.0019 -.0007 -.0018 -.0004 STRUCTURE KOLL 7000-BRACED FRAMES 2-4 CUNITS IN FEET AND KIPS) LOADING NO. 6 BF-3,SEISMIC +FL+ RF MEMBER FORCES MEMBER JOINT AXIAL FORCE SHEAR FORCE 1 1 -31.384 -.022 ~ 31,384 044 ~ . ~~ 2 3 52.330 .057 4 -52.330 -.057 3 4 9.500 o-~ -. ~/ 5 -9.500 .057 4 t 0 38.054 -.011 7 -38.054 .011 ~ ~ 1 142.160 .000 3 -142.160 -.000 , 0 2 79.781 -.000 4 -79.781 .ooo 7 7 ~ -102.582 -.000 6 102.582 .000 8 , q -53.875 .000 -/ 53.875 -.000 9 1 -26.215 1.700 4 26.215 1.700 10 2 45.617 .ooo ~ J -45.617 -.000 11 4 87.011 1.700 6 -87.011 1.700 1? ~ 5 45.675 -.000 7 -45.675 .000 13 8 -77.229 a022 1 77.229 -.022 14 9 119.822 .011 6 -119.822 -.011 APPLIED JOINT LOADS, FREE JOINTS JOINT FORCE X FORCE y MOMENT ~ L 1 94.380 -27.800 -.00 2 113.250 -10.900 -.oo 4 .001 -25.700 .oo 5 .001 -9.500 .00 6 -.ooo -25.700 .00 7 .000 -9,500 .oo REACTIONS,APPLIED LOADS SUPPORT JOINTS JOINT FORCE " A FORCE y MOMENT 7 ~ 3 -207.598 73.306 -.00 D I/ -.022 -77.229 -.oo 9 -.011 119.822 -.oo SUM -207.630 115.900 MOMENT -.27 .oo -.00 .72 -.72 .oo -.13 .00 .00 .00 -.oo -.00 -.oo -.00 .00 .00 .00 .oo -.oo .oo .00 .00 .00 -.00 -.00 -.00 .13 FREE JOINT DISPLACEMENTS JOINT X-DISPLACEMENT 1 .0281 2 .0516 4 .0302 5 .0480 6 .0234 7 .0445 Y-DlSPLACEMENT .0060 .0084 -~0040 -.0048 -.0092 -.0122 ROTATION -.0021 -.0009 -.0019 -.0007 -.0018 -.0004 STRUCTURE KOLL 7000-BRACED FRAMES 2-4 ======================================================================== (UNITS IN FEET AND KIPS) LOADING NO. 7 BF-4, SEISHlC =============================================~===~~~~-~=~~~----~~~=-~--~ MEMBER FORCES MEMBER JOINT AXIAL FORCE SHEAR FORCE 1 1 -26.821 -.038 2 26.821 .038 ~ & 3 32.932 o~~ . ~, 4 -32.932 n---.u~, 3 4 5.430 -.057 5 -5.430 .057 4 6 27.860 -.013 7 -27.860 .013 ~ J 1 128.979 .000 3 -128.979 -.000 6 2 60.852 -.000 4 -60.852 .000 7 --92.899 -.000 ~ 6 92.899 .000 8 4 -42.320 .000 7 42.320 -.000 9 1 -B.570 1.200 4 8.570 1.200 10 2 35,816 .000 5 -35.816 -.000 11 4 78.804 1.200 6 -78.804 1.200 1~ -~ 5 35.874 -.000 ~ I -35.874 .000 13 B -78.700 .038 1 78.700 -.038 14 9 p-~-· 7~.~/D .013 ~ -93.576 -.013 V APPLIED JOINT LOADS, FREE JOINTS JOINT FORCE X FORCE y MOMENT ~ L 1 100.880 -15.280 -.oo ~ 87.380 -5.430 -.00 , ~ 4 .ooo -15.280 -.oo 5 .001 -5.430 .00 6 -.ooo -15.280 .oo 7 .ooo -5.430 .00 REACTlONS,APPLlED LOADS SUPPORT JOINTS JOINT FORCE X FORCE y MOMENT z 7 ~ -188.209 52.054 -.00 8 -.038 -78.700 -.00 9 -,013 93.576 -.00 SUM -188.260 66.930 MOMENT -.48 .00 -.00 .72 -.72 .00 -.16 .oo .00 .00 -.00 -.00 -.00 -.oo .00 .00 .oo .00 -.00 .00 .oo .00 .00 -.00 -.oo .48 -.oo .16 FREE JOINT DISPLACEMENTS JOINT X-DISPLACEMENT Y-DISPLACEMENT ROTATION 1 .0259 .0061 -.0017 2 .0437 .0081 -.0008 4 .0266 -.0025 -.0016 ~ J .0409 -.0030 -.0006 6 .0204 -.0072 -.0015 7 .0381 -.0094 -.0003 STRUCTURE KOLL 7000-BRACED FRAMES 2-4 ----~-------~~-~~~~-~==~~====~=========================================~ (UNITS lN FEET AND KIPS) LOADING NO. 8 BF-4, SEISMIC+ FL =========================~============================================== MEMBER FORCES MEMBER JOlNT AXIAL FORCE SHEAR FORCE 1 1 -26.703 -.037 ~ 4 26.703 .037 ~ ' 7 w 44.115 .057 4 -44.115 -.057 3 4 5.430 -.057 ~ ~ -5.430 .057 4 6 27.978 -.014 --27.978 .014 / 5 1 131.001 .000 3 -131.001 -.000 s ~ 2 60.628 -.000 4 -60.628 .ooo 7 • v -90.877 -.000 6 90,877 .000 0 u 4 -42.543 .000 7 42.543 -.000 0 1 -10.282 1.700 , 4 10.282 1.700 10 ? . 36.004 .000 5 -36.004 -.000 11 4 77.092 1.700 I D -77.092 1.700 12 ~ ~ 36.062 -.000 7 -36.062 .000 13 8 -68.733 .037 1 68.733 -.037 14 9 103.542 .014 , D -103.542 -.014 APPLIED JOINT LOADS, FREE JOINTS JOlNT FORCE X FORCE y MOMENT z 1 100.880 -25.700 -.00 2 87.380 -5.430 -.oo 4 .ooo -25.700 -.00 5 .000 -5.430 .oo ~ u -.000 -25.700 .00 7 .ooo -5.430 .00 REACTIONS,APPLIED LOADS SUPPORT JOINTS JOINT FORCE X FORCE y MOMENT z -~ ~ -188.209 65.381 -.oo 8 -.037 -68.733 -.oo 9 -.014 103.542 -.oo SUM -188.260 100.190 MOMENT -.46 .00 -.00 -.72 .oo -.18 .00 .00 .oo -.oo -.00 -.oo -.00 .00 .00 .00 -.00 OA • y .oo .oo .00 -.00 -.00 .46 -.oo .18 FREE JOINT DISPLACEMENTS JOINT X-DISPLACEHENT Y-DISPLACEHENT ROTATION 1 .0258 .0053 -.0017 2 .0437 .0074 -.0008 4 .0266 -.0034 -.0016 ~ J .0409 -.0038 -.0006 6 .0206 -.0080 -.0015 7 .0381 -.0101 -.0003 STRUCTURE KOLL 7000-BRACED FRAMES 2-4 ======================================================================== (UNITS IN FEET AND KIPS> LOADING NO. 9 BF-4, SEISMIC+ FL+ RF =============================-========================================~~ MEMBER 1 2 3 4 5 7 f:: l 1 1.2 1.3 1.4 .JOINT :I. •") .:.. 4 !::i 6 7 MEMBER FORCES .JOINT l 2 :s 4 4 !5 6 7 1 3 2 1 AXIAL FORCE --22.91:1. 22.9U. 4B.742 ·-48. 742 9.500 -·9. !500 · :H. "770 ···31. 770 13L 701 --:l.31. 701 cSl. 15:s ..... :;3.. l.5:1 -1i0. :I.BiS 90. :!.86 -42. 01.13 42.018 --10.iMB 10.868 ;5 ~j • !'3 ;3 1i' ···:.:"S!::i. 559 76.507 ·-76. !:i07 :-s ~J . {~• 1. t1• .... ~}t:i. 6ti:~ -6t3. ~n~~ 65.3l.~~{ •n•106a 9s!)i3 APPLIED JOINT LOADS, FORCE X 100.BBB 87.380 .000 .000 .. , 000 .ooo FORCE Y -25.700 ·-9. 500 --2~j. 700 -·9. 500 -2;j. 700 --9. 500 SHEAR FORCE (··-:r··· • .J •• , .I .057 ·-. ()!57 .... , 05;:r • 0!57 -• 01.~3 .015 .000 -.ooo -·. 000 .000 -.000 .000 .000 ···. 000 1.700 1.700 .000 -.000 l..700 1..700 ..• 000 .000 . o:57 ···• 037 ·-·. O:l.!5 FREE JOINTS MOMENT Z -.oo -·. ()0 --• 00 .oo .oo ...• 00 REACTIONS,APPLIED LOADS SUPPORT JOINTS JOINT 3 SUM FORCE X -U::13.217 -·. 02)7 ..... Ct15 ···188. 268 FORCE Y 70. 71t4 -65.313 1. 01~,. 96B :1.12.400 MOMENT Z --, 00 ...• 00 -. oc! MOMENT --• 46 .00 --• 00 • ()0 --• :l.B .oo • 00 .00 --• 00 -·. 00 -·. 00 .... 00 .oo .00 .oo .00 ..• 00 .oo .oo .oo . 00 .... 00 ·-. 00 ... 00 • :1.8 FREE JOINT DISPLACEMENTS JOINT X-DISPLACEMENT Y-DISPLACEMENT ROTATION 1 .0257 ,0050 -.0017 ~ .0437 .0068 -.0008 ~ 4 .0266 -.0038 -.0016 ~ J .0409 -.0045 -.0006 6 .0206 -.0082 -.0015 7 .0381 -.0107 -.0003 STRUCTURE KOLL 7000-BRACED FRAMES 2-4 --~----------==~-~U-~~~------~============~~~u=========================~ (UNITS IN FEET AND KIPS) MEMBER FORCES FOR MEMBER 1 ======================================================================== L.Ov,DING .JOINT AXIAL FORCE SHEr-1R FORCE MOMENT 1 1 -11. 011B --, 01 ~) -.11;, ? ,_ 1:1..098 "()j_!_:i 1rC,C1 2 1. -11. 023 --.01.4 --. 1.!3 2 :I.:! .• 023 • 0:1.4 .00 3 :l. --7. u.o -.0:!A ••• :l. 7 2 7. U.O .O:IA .00 4 1. .... 7')5. 13~50 ··.023 ••• 21;- 2 35. , .. 35,:) .023 .00 5 1. -:5~j. 760 .... 02:~ ..... 2;1 :-;~ :35. 760 . O~:?.~! • 00 , 1 -31 .. :--5134 -~ o~i:i --. 27 ,:, ;::: 3:1..384 • 0~"2;'2 . ()() 7 1. -26.821 ··• 0:5B -. ,rn 2 2(). 821 .0:33 . {)0 B 1. .. -:~tS ~ 70:5 0·5·· ..... ' ' .l ... 46 ., ,:.. 26.703 .037 • ()0 9 1. --22 • 1r 1.:l .... o:57 --• 46 2 -")•"\ 9 ·1 ·1 ,:.., ...... • 037 .00 MEMBER FORCES FDR MEMBER ,.) ...:. ~-~----------===========~=~~~~=========================================~ LOADING .JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 3 26.416 .027 ·-. ()() 4 -26.416 ·-. 027 '7 , • , .. , .if ,., ·x 3:1..865 .027 -·. 00 .::. ·-> 4 -31..1365 -• 0~?;1 .. ' • ,j •½ 3 3 36.639 .027 ·-. 00 4 ··31$. 6~)9 ..• 027 ·: ' •.. J "f 4 3 :36.371 01·--· • }.:., .I ...• 00 4 -:3i) s 371. ... 05;7 i' r\ • ., 4!. ·=· .J :3 J'='i/1 • l,13 • 0:57 ...• 00 !. -47.61.3 -. 0~5;:t "?'"1 .. • ·" .A:. .!) ~) 52.330 • 0!57 ...• 00 4 -~52. 330 _ ... 0~3;1 .72 7 7 . .., 32.932 • 0:57 -·. 00 4 -32. 932 . . . 057 . ;1;~ 8 :3 1.~4. U.5 .057 ...• 00 4 -44. 11. 5 {' t· ... , -I .J-.) ./ -7~ t , ~ 9 7 . .., Lt8. /'Lt;'2 .057 ...• 00 4 ··4B. 742 ..... 0~5 ;7 "'7'1 • .~ a:. MEMBER FORCE~~ FOR MEMBER 3 --------------·.-----~-------------------------------------------~~L----- LOt~DING .JOINT 1~XI¢1L FORCE 8HE1~R FORCE MOMENT :I. 4 ~L 600 ..... 02;7 ••v r. ....... ~!s lf 5 ···5. 600 .027 .00 .-, ..:. 4 5.600 ..... 02::1 ..... :54 i::· ·-' .... 5. (:,00 .027 If ()tJ ;5 .... 9.!300 ... 027 .., ' ..... ' ,!a ~} 5 -·9. 800 .027 . 00 4 J,. l 5.430 ..• 0~37 ..... :)/12 c:· ..... ···!5. 430 or.:···· • •• JI .00 ,::• ,J 4 5. 4;30 -. 05;1 ..... 72 a::-...... 1 ····5. L}30 .0!57 .oo {:. 4 {'J. 500 ..... 057 ..... ;.,2 a::-.. ; ···9. ~iOO (', , ... -, • v.:,1 • Q1:) 7 4 5.430 -. 0~5;7 •• "'l '"j ' ·' ... ~ 5 ···5. 430 ,..-,. , .... ., • !._).:., .~ • 00 B 4 ~1. 1t;rn .. 0!57 •; '') . -• ,if .1.: • ,-.:.., ·-5 ar i}30 • 0!57 .00 (/ 4 11. ~mo ..• 0~57 ..... 72 5 .... ,?. !5()0 .057 .oo MEMBER FORCES FOR MEMl~Ef~ .4. LO/~T.l:r NG JOINT f:1X:tAL FORCE SI-IEAf.~ FORCE MOMENT 1. 6 16ll982 ·-. 007 ... , D ()8 7 -l6.9B2 .007 .oo --; ,!, ' 0 17. 0!58 ·•·• 007 ..... 09 7 --t7. o~m .007 .00 3 t,., 20.9:?1 ...• 007 -·. 09 ... -20.971 ,007 .00 ;' 4 , ,::-31.L 218 .•.• 0()9 ...• 11 .... l -:31t,21.B • 00!_? .00 c~ ... , 6 :34. 308 ...• 0:1.0 ..... 13 7 --:v~. 30B • 0:1.() • 00 6 l 0 38. 0!5l; ...• 011 .... l 3 "'1 ·<5B. 0~34 .OU. .oo ,· 7 6 27.860 ~--• () :J. :3 ..... l.1$ ''1 ; ··27. 860 .013 aOO 8 , 0 27'.978 .•. •():I. L, .... 18 7 ··27. ~?7B .01.4 .00 9 , 3:1.. 7'70 ..... Ol.5 -·. 18 ,::) ... / -:H. 770 . 01~5 .00 MEMBER FORCE8 FOR MEMBER 5 ======================================================================== L01~DING JOINT f-1XIAL FORCE :31-!Ei~R FORCE MOMENT l l. 6]. 9B1S .ooo .oo ..., .;) • 00·63 . 98i6 -·. 000 . ()() 2 1 ,$4. i;•:34 .000 • 00 3 ···64. 9.34 -.000 .00 ;3 1. 65,651 .000 .oo 3 ···c°>5. 651 -·. 000 .oo .. ) l :1.31]. 322 .000 .oo . ., , . ..... , .... :I. :39. 32~! .... 000 .00 ~3 :l. 14L 41.6 .000 ,00 :3 -· 1 l} J_ • t-\ l t1 ·-. 000 : (~() iS t l.42. i1SO .ooo • c,o .. , .t) -·:J.l}2 It 1l>0 ···.000 .00 ... / 1. 1.213.979 .ooo .oo "l' . ., ···:1.28. 979 ...• 000 .00 B :l. 131.. 001. .ooo • 00 3 ···:l.31. 00:l. ···.000 .00 11 1. 1.33 .• 701 .ooo • 00 ·:., . ., -·:1.3:1 .• 70:l. .•.• (H)O . 00 MEMBER FORCES FOR MEMBER· 6 ============================~=====================================~~=~~M LOADING JOINT AXH%L FORCE SHE{4F: FORCE MOMENT 1 ... ) ,:.. 3:1.. ~i06 ···. 000 .oo -4 -31. 506 .000 --:-oo ~~ ... ) ,:.. 31.~~6i} .... 000 .00 4 --31.. 364 .000 --, 00 .. , •!• ... ) ,:.. 31. 90~5 -·.000 -·. 00 4 -31.1105 .000 ..• 00 4 2 79.339 ·-. 000 ·-·. 00 4 -79.3;)11 ,000 .•• 00 r::-.. } ,., ,!. 79.170 ·-. 000 ..... ()0 4 ·· 71i'. 1. 70 .000 --• 00 6 2 79.781 ···• 000 ...• 00 4 ··79.7Bl. .000 ..• 00 7 ,-:, .t:.. 60.852 ·-. 000 ·-. 00 4 -tSO. t3~52 .000 ..• 00 !3 2 60.628 ···• 000 ...• 00 4 -60.62!3 .000 ••• ()0 CJ ') , .. 6:1 .• 153 ···• 000 -·. (i() 4 -t~,1.. 1::;:5 .000 -·. 00 MEMBER FORCES FOR MEMBER "? L.Oi~DING ,JOINT AXIAL FORCE SHE<:-iR FORCE MOMENT 1. 7 ,., -.. 43. s;1 0 -.000 -·. 00 l ,::I 1~}3. 870 .000 -·.00 2 3 .... 42. 92:;? -·. 000 ... 00 (; 42.922 .000 ·-·. 00 3 -z ,., -4:l.20~5 -.000 -.00 , ,!;) ,.:}2. 2()5 .000 ...• ()0 4 7 ,., ··:i.05.420 -·. 000 -.00 t.j 1.05.420 .ooo ·-·. 00 i:-· ,) 3 -103.326 -·. 000 -·. 00 lJ 103. 32,!:> .000 ..... 0() 6 ;3 --:U)2. ~3B2 --. 000 " .. I 00 6 102. !582 .000 -.00 7 3 ··92. B1i'11 -.000 ..• 00 (.) 92. 8':1'7 .000 ·-·. 00 B 3 -·1i'fJ. B77 -. oo,:J ... 00 t.; 90.877 .000 ..... (){) <;, 3 -i;·0.1B6 -.000 --. 00 , 0 90.186 .000 .... 00 MEMBER FORCES FOR MEMBEf~ t:: ======================================================================~w LOAIIING JOINT AXIM. FORCE SHEAR FORCE MOMENT 1 l} ···2:1.. 47,::) .000 .00 7 21. 47,~. -.000 a OCr ~: L} ""·21 •. !}:I. t;;' .ooo .00 7 21. ,Si 1i' ... 000 • 00 ·:.i:-._, 4 -2l. OT? .ooo .00 7 2L077 --• 000 • (H) lt l} ···!54. 317 .ooo :r (.)0 7 54.:-s1;1 -.000 .oo ,~-~ •• 1 4 ···54. 486 .000 • 0() 7 ~34. 4B.S -·. 000 .00 , 0 l} ···53. 875 .ooo . ()() .... l ......... ')"?I:"' ~:J ... 5. {_,, ..,J . .• 000 .00 '7 li -1.}2. :320 .000 . ()0 ., 7 42.320 ..• 000 .00 0 ._, 4 -L}2. 5.:}:3 .000 .00 7 42.543 ·-. 000 .00 9 f..} ·-42. 018 .000 .oo .. , ; 42. O:U3 -.000 f"A • Jv MEMBER f:·c)f~!C~ES FOR MEMBER 9 ==============================================================~========= I...Oi~DING ,JOINT tlXIAL FORCE SHEt-,R FORCE MOMENT 1. 1. -·7, 660 l.200 . 00 4 7.660 j_. 200 .00 r•1 .:. 1. -B.463 l.700 .oo 4 0 I ~~---.,. Va .l .. }i::)~:_. :l..700 .oo -. ,;, l ••1i, 070 1..700 .00 I.} 9.070 1.700 .00 4 l -23.81.2 1..200 . 00 /.} 23.812 :l.. 200 .00 5 1. -:2;3. ~313~5 1.700 .oo 4 25. !:i85 1.. 700 • 0() 6 1. -::!,S. 215 1..700 .oo ,4 ~l.6. 215 l.700 .oo 7 t ··B. 570 l.200 .00 l} 8. !570 :l..200 .00 Er l -1.0.2B2 l..700 :,; fjtJ t.} 10.282 :I.. 700 .00 \~ 1. ··1.0.!368 1.700 .00 4 :I.0.8b:3 1.700 .00 MEMBER FORCES FDR MEMBER it) ==~====================================================================~ l..OAitING JOINT AXIAL FORCE :3!-IEAR t~(lf{Ct:: MOMENT 1 •") ,z. :1.8.178 .000 ...• 00 5 -·lB.l?B -·. 000 .00 ''\ ,a. 2 18. ;';;!';>8 .000 .00 ;5 ·· 1B. 211B --• 000 .00 ~3 ~2 :I. 7. K18 .000 .oo 5 -1. 7. B:5B ..• 000 .00 4 2 L}5. 9$1:-!} .000 .00 5 ··4t:i.994 ..• 000 • 00 1::-._, •") ;:. ;:}6. 135 .000 .00 5 ··46. 1;5~3 ..• 000 .00 t:c 2 i;5 .. -~,:t7 .000 ...• 00 !::" ,.1 -4~3.617 ..• 000 . c,o 7 2 35.8lt, .ooo ...• 00 t~ ,.J --:35. t3ttS -.000 . 00 8 2 36.004 .ooo -·. 00 t" ,) ··36. 004 ..• 000 , i)O 9 2 35. !5!59 .ooo ·-·. 00 5 -35. 55li' -.000 .00 MEMBER FORCES FOR MEMBER 11 ==~========~==============~============================================= LOADING JOINT AXI1~L FORCE Sl·IE:i~R FORCE MOMENT 1. ,4 37.21.5 1..200 .oo , ,'.:) .... 3j'. ;l:J.5 :I.. 200 • 0() 2 4 ~~€) • .Ci 1. :'2 L:-700 .00 6 -·36. l}:l.2 :1..700 .oo ·z ,., 4 :55. B0~5 l. ;1 00 • 00 t!.\ ···35. 805 1.700 .00 4 4 B1i'. 414 l.200 .00 0:) ···89. 41i} 1.200 . (){) r.:-,., -4 B7 • .S41. 1..700 .oo I, .. • -87. 6ld :1..700 II()() 6 4 B7.0U. L700 .00 _, ~::., ···87. 01.1 1.700 .oo 7 !, 7B.B04 t. 21.)() .oo -r , ,::, -78.804 1..200 .oo f) ,., 4 77. 01i'2 L 700 .oo 6 ·-77. 092 :J.. 700 .oo r;• 4 76. ;:i07 :1..700 .00 ; -76. !507 :1..700 .oo •:) MEMBEr~ FORCES FOR MEMBER :1.2 ~==-====~=~-~=uu==w~-===~~=~~~===================================~====== LOADING .JOINT ?,XlAL FORCE SHE1~R FORCE MOMENT l I::' ,J 18.205 -·. 000 .00 7 -1.B.20~5 .000 -.00 ;2 ~·· ·J :1.8. 3;25 ·-. 000 .... 00 7 --1.B. 3:rn .ooo -.00 ::; I: •• J 17.865 -·. 000 .... 00 7 -1.7.B65 . 000 ..• 00 4 r:• .J 4,!:,. 052 ...• 00() ~ .... ()() 7 -46.052 .000 ... 00 ,-.:.1 I::' ... , ~46. 19:3 -·. 000 ...• 00 7 -4(::..:1.113 .000 ..• 00 ,, 0 I::' .J 45.675 -·. 000 .00 7 -4;'5. 67~3 .000 ... 00 7 5 35.8?4 ···• 000 .00 ... / -:3~j. 13;7.4 .000 ... 00 8 , .. -=> 36.062 ···. 000 • 0() 7 -36.062 .000 --• 00 9 ,::• ;,;J 35:..!:s:1.6 ···• 000 . 0() ' ; --3:j. tS:l.tS .000 ..• 0-0 MEMBER FORCES FOR MEMBER :1.3 LOADING -.JOINT P,XIAL FORCE SHE:f~R FORCE: MOMENT 1. B -30. 71.l. • 01 ~3 --. 00 1 30. 7:1.:J. ···• 015 .19 ...., B --26. o:rn .0:1.4 ... 00 ...:: 1 26. 0:18 -·. Oil¼ .18 3 B -2~?. 50t3 .014 ... c,o 1 22. 50!:i .•.• 011.i .17 4 B ••1,.'l. 91SO . o:~3 --. 00 1 9:1..960 ···• 023 .29 t:-,-. ··B:1..21:1. a022 ..• 00 ,:, t:, 1 8:1.. 21.1 ···• 022 . 27 ,s B --77. 22<1 . 02:l ... 00 1 1·1·. ;';.~29 ..... ();;~2 .... ,-, • 1:..1 7 t3 ··713.700 .o:m ... 00 1. 78.700 -·.038 • i}8 i:: E: ··iSB. 7;53 .OJ7 -.00 1 68. 73:3 o·~··-. ..... • ~:!, / ., t:,}6 <? B -(~•~). 3 l :5 o·r1 I ,...., I .... C 00 :l. 6!5. 33.:3 ..... 0:37 'Ir -l}.f, MEMBER FORCES FOR MEMBER 14 LOi!HIJNG JOINT Ax:rnL FORCE SHE~':iR FOr~CE MOMENT 1 9 51~. ~533 .007 .... 00 6 -~34. 5:33 ..• 007 • Ctt3 2 9 !:i9. 206 .007 ·-·. 00 6 --~:i 1i'. 206 -.007 f.<1:0 . " , 7 9 62 a 7lyQ .{)07 -·. 00 .... , ' ,,. -(:,2. '740 ... 007 '01,? .. ,,, .. , 9 10.!:,. 571 .009 -·. 00 6 ··106.571 ... 009 . :1.:1. 1:· ._1 9 1:l.6.L}70 .010 ···• 00 6 -1.:1.iS. 470 ..• 010 • 1. 3 ., 9 :I. it;>. E:22 • 011 ..... 0\) ,::, ; () ··:l.1.11. B22 ••• 0:1.1 .13 7 9 /~~:. 5:1t. .O:l.3 .... :, (:t:C) 6 -1;-:5. 5;,'6 -.Ol.3 • :I..~. f~ 9 1.03. 5i}2 • ()1.!} ...• 00 6 --10:5. 51t2 ••• O:fA . j 1:, .<.J 9 9 106.9-68 .Ol5 ·-. 00 tS -1.06. <r6B -. 0:1.!3 j , •• IS .0 / j •'. . " SAN DIEGO SOILS ENGINEERING, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY . February 5, 1985 i-. . ! . ; : I ~ ,-. :· , ............. . :he Koll Company 7330 Engineer Road San Diego, CA 92111 ,_. ·-.-.. ~. Job No: SD1330-0l Log No: SD5-3280 . Attention: SUBJECT: Mr. Mike Dunnigan GRADING AND FOUNDATION PLANS REVIEW Koll 7,000 Office Building CRC Unit 1, ~ot l Carlsbad, California References: 1. "Foundation Investigation, Koll 7,000 Office Build_ing, CRC Unit 1, Lot 1, Carlsbad, California" by San Diego Soils Engineering, Inc., dated November 7, 1984. Gentlemen: 2. Grading plans (2 sheets); prepared by_ George S. Nolte and Associates, dated Novembe! 30, 1984, Structural plans (S-1 thru S-9), prepared by Nowak- Meulmeister and Associates, undated. In response to the request of Mr. Dave Stellar of Deemis/Lewis and Partners, we have reviewed the plans listed in Reference 2 and found them to be in general conformance with the intention of our recommendations provided in Reference 1. However, the following corrections are requested. 1. Grading note 7 should be modified to include our reoort listed in Reference .l. In addition, the last sentence in this report should be modified to read as follows: " and all fill shall be placed in accordance with the City of Carlsbad Standard Specifications and the recom- mendations of the referenced soils report;" 2. Foundation note 2 (sheet S-1) should be modified to read: "Bottom of footings shall be at least 24" below adjacent finish subgrade." A transition from cut to fill soils exists in the area of the proposed building. To provide for uniform bearing conditions, as recommended in Reference 1, the SUBSIDIARY OF IRYINE CONSULTING GROUP, INC. 4891 MERCURY STREET-SAN DIEGO, CA 92111 • (714) 268-8266 . If. k . v' The Koll Company February 5, 1985 Job No: SD1330-0l Log No: SD5-3280 Page Two upper surface of the bedrock should be overexcavated and replaced as compacted fill. The depth of overexcavation should be a mimimum of 2 feet beneath the bottom of the deepest footing. The lateral extent of remedial grading should be 5 feet beyond the building line . . Other recommendations contained in Reference 1 should be implemented as appropriate during grading construction. This opportunity to be of service is greatly appreciated. Please call if you have any questions. Very truly yours, Tara s. Sikh, R.C.E. 35454 · Manager, Engineering Services TSS:lrpd Distribution: (1) addressee (1) Deemis/Lewis & Partners Attn: Mr .. Dave Stellar (1) Esgil Corporation Attn: Mr. Kurt Culver I I -1 I I ~1 :··1 ··I ~1 ·1 _I I I .• .. I I . 1. . I I ' ' November 7, 1984 The Koll Ccmpany 7330 Engineer Road Sa~ Diego, california 92111 Attention: Mr. Mike Dunnigan SUBJEx:::T: FOUNDATION INVESTIGATION Koll 7000 Office Building CRC Unit 1, lot 1 carlsbad, california SAN DIEGO SOILS ENGINEERING, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY Job No: SD1330-00 log No: SD4-3163 REFERENCE: "As-Graded Geotechnical Report, Rough Grading Ccmpleted, Carlsbad Research Center, Phase I, carlsbad Tract No. 81-10., Carlsbad, california", dated June 7, 1984, by San Diego Soils Engineering, Inc. (Job No: SO1144-10, Log No: SD42439) Gentlemen: This report presents the ·results of .our Foundation Investigation at tte suoJect site. OUr investigation was performed in Cctober, 1984, and consisted of field exploration, laboratory testing, engineering analysis of the field and labora- tory data, and the preparation of this report. For. our L11vestigation we utilized a 30--scale site plan (undated) pre~3d by Deems/Lewis and Partners, AIA. DESCRIPI'ION OF SITE The subject site is a previously graded flat.lot, bounded by El carnino Real on the east and Faraday Avenue on the south in the city of carlsba.d, California. The site was previously graded as IDt 1, Unit 1, under the observation and testing of this office. The results of observation and testing were presented in our referenced report • There is an existing cut/fill transition divi?~ng the lot roughly in half, running fran east to west. This transition ri.J.ns across the bro-story office building of Phase I (Plot ?lan, Place 1) • I I I ·1 ·1 ~1 !I ·1 -1 I ·1 I . I I I .1 I I I -v The Koll Canpany November 7, 1984 Job No: Log No: Page 'Iwo 8D1330-00 8D4-3163 At the southwest corner of the lot there is an existing sales office building with an adjacent parking area, surrounded by landscape berms. The approximate location of the site is shown on our acccxrpanying Location Map, Figure 1. PROPCSED DE.VEI.OP$Nl' We understand that the proposed facilities will be constructed in~ phases. Phase One will consist of a 2-story steel-frame building and Phase 'Iwo will con- sist of a 3-story steel-frame building with slab-en-grade floors and adjacent paved parking. Detailed foundation plans were not available at the time of this report. A foundation scheme of isolated pad footings with structural grade l::earns is anti- cipated. The maximum foundation design loads are estimated to be 75 kips and 135 kips for the 2 and 3-story buildings, respectivelY,. The grading for the site will involve creating suitable building pads, and pro- cessing and compaction of surficial soils in the paved parking areas. Grading may also be required to provide for proper site drainage • FIELD EXPLORATICN Subsurface conditions v;ere explored by drilling 7 borings to depths of 10 to 21-feet. The approximate locations of the borings are shown on the attached Plot Plan, Plate 1. The borings were drilled with a truck--rrounted 30-inch · diameter bucket auger. Drilling of the test borings was supervised by our field geologist who logged the soils and obtained bulk and relatively undistur~ samples for laboratory testing. The logs of borings are presented on Figures 4 through 10. I I I I I ~1 '' ' :··I I -1 I . I ·I I . . I I I •' I I I '-' The Koll canpany November 7, 1984 IABORATORY TESTIN3 A. Classification Job No:. SD1330-00 Log No: SD4-3163 Page Three Soils were classified visually according to the Unified Soil Classification System. Classification was supplemented by index tests, such as Particle Size Analysis and Atterberg Limits. r-bisture content and dry density deter- minations were made for representative undisturbed samples. Results of rroisture-density determinations, together with classifications, are shown on the Logs of Borings, Figures 4 through 10. B. Particle Size Analysis Particle size analyses,·consisting of sieve tests were performed on repre- sentative samples of the site subgrade soils in accordance with ASTM: D 422-63. Test results are shown on Figures 11 and 12 • C. Atterberg Li.nuts Atterberg limits tests consisting of liquid limit in accordance with AS'IM: D 423-66 and plastic limit in accordance with AS'IM: D 424-59 were perfonred on representative sanples of the subgrade soils. The test results are pre- sented on Figure 13 • D. Expansion Expansion tests were performed· on representative samples of the on-site· soils rerrolded and tested under a surcharge of 144 pounds per square foot in accordance with the Uniform Building Code Standard No. 29-2. The test results are sumnarized on Figure 14, Table I. E. Maximum Density/9?timum r-bisture Content The rraximum dry density/optimum rroisture content relationship was determined for typical samples of the on-site soils. The laboratory standard used was AS'IM: D 1557-78. The test results are surrmarized on Figure 14, Table II. I I I ·:1 .. I ~- •' :-·1 '• 0 ·I ~1 I ._I I .. I ~-' I I. I I I " The Koll Conpany November 7, 1984 F. Sulfate Job No: I.Dg No: Page Four SD1330-00 SD4-3163 Sulfate tests ~re perfonred on representative samples of the on-site soils • The laboratory standard used was California 417 A. The test results are presented on Figure 14, Table III. G. R-Value An R-Value test was perfonred on a representative sample of the on-site sur- face soils. The laooratory standard used was AS'IM: D 2844-75. '!he test results are sunmarized on Figure 14, Table IV. H. Direct Shear Direct shear strength tests were perform:d. on representative undisturbed samples of the on-site soils. To simulate possible adverse field con- ditions, the samples were saturated prior to shearing. A saturating device was -used whiczh permitted the samples to absorb npisture a constant load is applied. The tests results are presented oo Figures 15 and 16. I. Consolidation Consolidation tests were perfonred on representative undisturbed samples of the.underlying soils to help determine canpressibility characteristics. The samples were saturated mid-way through the tests to simulate possible adverse field conditions. The test results are presented on Figures 17 through 19. I I I ···I I ~- ,,-1 ·I ·I ·I I I I I I I I I I The Koll ecrnpany November 7, 1984 SEISMICITY A. Regional Seismicity Job No: SD1330-00 Log No: SD4-3163 Page Five The site can be considered a seismically active area, as can all of Southern California. There are, however, no known active faults on or adjacent to the site. Seismic risk is considered low,. as canpared to other areas of southern California, due to the distance £rem active faults. Seismic hazards within the site can be attributed to ground shaking resulting frcm events on distant active faults. Listed on Table I are the active fault,s which can significantly affect the site. Figure 2 shows the approximate geographic relationship of the site to these faults. B. EarthguaJse Effects We have·analyzed the estimated earthquake accelerations at the site and, in our cpinion, for the intended use, the rrost significant event is a 7.0 Magnitude earthquake located on the Elsinore Fault zone. The anticipated accelerations produced at the site by such an event ~uld exceed those events which might occur on other known active faults. A Ma.gnitude 7.0 earthquake on the Elsinore Fault Zone could produce a peak ground acceleration of 0.18g at the subject site with the duration of strong shaking exceeding 30 seconds. Peak accelerations are not, however, repre- sentative of the accelerations for which structures are actually designed. Design of structures should be. in canpliance with the requirem:mts of the governing j1:1risdictions and standard practices of the Structural Engineers Association of California. SUBSURFJICE CCtIDITIONS A. General Description of Soils/:&rlrock The predcminant ma.terial at the subject site consists of Point Lana Forma.tion bedrock, with the northern half of the lot covered with variable thicknesses of compacted fill. I I ·I I I -1 :·I ·I ·1 I I I I ·I I I I I I TABLE I SEISMICITY FOR MAJOR FAULTS MAXIMUM ESTIMATED DISTANCE PROBABLE PEAK BEDROCK FAULT FROO SITE EARTHQUAKEl AC'CELERATION2 Elsinore 22 Miles NE 7.0 ,0.18g Newport/ 40 Miles Nil 6.5 0.06g Ingle\l,'OOCl San Jacinto 45 Miles NE 7.5 0.llg San Andreas 66 Miles NE 8.0 0.09g 1. Seismic Safety Study City of San Diego (19 7 4) & Eonnilla {19 70) 2. Schnabel & Seed (1973) I ·1 I I I -·1 -:·.: ·;I I I I I I I I I :I I I I The Koll Canpany November 7, 1984 1. Bedrock Job No: Leg No: Page Six SD1330-00 SD4-3163 The Point Lema Formation bedrook underlying the site is predcminantly a thinly interbedded, clayey siltstone. Intact bedrock is generally rroist and very stiff to hard. The bedrock rra.terials exhibit a high expansion potential. The bedrock. exposed at grade has weathered to approxirra.tely 12" and is desiccated and loose. 2. Fill At l::cring locations 1, 2, 3, and 5, ccmpacted silty clay to clayey silt fill overlies the Point Lema Fonna.tion bedrock. The maximum depth of fill encountered was approxirra.tely 11-feet. Review of the referenced report indicates that oversize rocks 'M:!re placed in the fill at the northwest corner of the lot in accordance with the reccmnendation of this office. The fill soils exposed at the sur- face has weathered to approximately 2-feet, and are considered unsuitable to support structural loads. The fill soils exhibit a high expansion potential. 3. Topsoil Stiff to very stiff sandy silty clayey topsoil was encountered at depths of 7 to 11-feet in our exploratory boring 1 and 3 to 7-feet in l::oring 2 below the existing grade. B. Groundwater and caving No groundwater and caving of the borehole sidewalls was encountered during our field exploration. C. Cut/Fill Traq.sitions A transition fran cut to fill soils occurs in the area of the Phase I twu- story office building. To provide for uniform bearing conditions, overex- cavation of the bedrock is reccmnended. I ·1 I I I ~-1 .. ··1 :·I ~-1 I ·-I j I .I I ·1 ·1 I I I The Koll Ccmpany November 7, 1984 Job No: 8D1330-00 Log No: SD4-3163 Page Seven The Phase II three-story office building is located in a cut area. Review of our referenced report indicates that exploratory trenches up to 13-feet deep may have been excavated in this area at the time of mass grading. The test boring in this area encountered a fill of less than 18-inches in a localized area as shown on Plot Plan, Plate 1. Further evaluation of any fill in this area should be made during the final grading cperations for the building pad. D. ~sive Soils The results of our expansion tests indicate that the on-site fill and bedrock exhibit high expansion potential. Expansion of near-surface soils could danage structures and exterior flatwork. Recc:mrendations to mitigate the affect of expansive soils oo proposed ircq;)rovements are presented in this report. I --1 ··I .-1 ~ -1 . ' r-l :: d J'·I I _J -,1 j ··I .I s:.--J ·-I .:..i I . i ·I : ~ }-.·-- I ~ .. I I The Koll Canpany November 7, 1984 A. General Job No: SD1330-00 IDg No: SD4-3163 Page Eight The proposed ronstruction is feasible frcm a soils engineering standpoint •. The grading and foundation plans should take into account the appropriate soils engineering features of the site. The ma.jor constraints at the site are: 1) expansive soil rondition; and 2) non-uniform bearing rondition. B. Site Grading 1. Site Clearing The site should be cleared of any existing vegetation and debris. Holes resulting frcm the rerroval of buried obstructions which extend below finished site grades, should be backfilled with ccmpacted fill. 2. Preparation of. Surface Soils The loose and weathered surface soils within the building ar~ and to 5 feet beyond should be rerroved to ccmpetent fill or natural ground. Actual depth of rerroval should be evaluated by the Geotechnical Consultant during grading. Areas to be paved with asphaltic concrete_ should be scarified to a depth of 12-inches and compacted·. Prior to placing fill, the exposed sub;Jrade soils should be scarified to a depth of 8 to 12-inches,'brought to near optimum rroisture conditions and compacted to at least 90 percent r~~tive compaction • I ·1 I ·1 -1 , .1 .;..J :-·1· ; J ~1 j -1 ; :I :._j -1 ' :I .,_,.,,;• '.I _;j :I • :1 ~, ;:-.: I I I The Koll canpany November 7, 1984 3. Canpaction and Method of Filling Job No: SD1330-00 Log No: SO4-3163 Page Nine Fill placed at the site should be ccmpacted to a minimum relative can- paction of 90 percent, based on AS'IM Laboratory Test Designation D 1557-78. Fill should be compacted by rrechanical rreans in uniform lifts of 6 to a-inches in thickness. Rocks ~eater· than 6-inches in dimension . should not be placed within the ccmpacted fill. 4. Import Fill Material Any soils ircported to the site for use as fill or subgrade materials should be predcxninantly granular and approved by the Soils Engineer prior to irrg;,orting. Iaboratory testing required for approval of ircport sources may require 24 to 48 hours. The Soils Engineer should be notified of ircport locations a minimum of two (2) days prior to its pro- posed use. 5. Shrinkage and Subsidence Shrinkage due to rerroval and reccmpaction of the on-site soils may be negligible. Subsidence should be on the order of 0.1-foot overall. These are preliminary estimates which may vary with depth of reroval, stripping loss, and field conditions at the t.ime of grading. Shrink~9e and subsidence figures are considered to be rough estimates based on available geotechnical infonnation and should be confi.rm:d in the field during grading. -6. Transition Between cut and Fill For the non-uniform bearing condition in ·the ·2-story building,~ recrnr.- rnend that remedial grading~ perforrred tp rerrove the upper surface of the bedrock and replace it with carpacted fill. The depth of overex-. cavation should be _a min~um of 2-feet beneath the bottcm of the deepest footing. The lateral extent of raredial grading should be 5-feet beyond the building line. The need for overexcavation in the 3-story building pad should be evaluated by the Geotechnical Consultant during grading. I ·1 ·1 I ---1 l ~, :!. rl -_; =·1 :J -1 ·~ _;. 'I -...: ·I :::.; ··I .. , ·I . J :I .: •• J I ·-- ·I I The Koll Canpany Nov-ember 7, 1984 7. Remedial Grading Job No: SD1330-00 Log No: SD4-3163 Page Ten The results of our testing indicate that on-site surficial soils exhibit high potential for expansion. To mitigate the expansion potentials of these materials on at-grade slabs, two alternative rrethods are presented below: a. Moisture Conditions (i) Two-Story Building During grading, the upper 24-inches of the fill soils within the buildi~g area may be placed at 5 percent above optimum nnisture content. (ii) Three-Story Building It has been our experience that mitigqtion of expansion poten- tial by pre-soaking prior to pouring slabs in cut areas underlain by the Point Lana Fonnation is.difficult to acccmplish. Therefore, we recannend that an area extending 5-feet beyond the proposed buildings be excavated to a depth of 18-inches below existing grade, brought to 5 percent above opti- mum nnisture content and reccmpacted to 90 percent relative can- paction. This alternative may eliminate pre-soaking in the slab areas-if the nnisture content of the subg.raoe soils is maintained prior to placing visgueen • b. Selective Grading The expansive potential of the on-site soils may be mitigated by · . ' selective grading. If this alternative "is selected, we reccmnend that building areas and to 5-feet beyond in each direction be capped with a minimum of 2-feet of non-expansive (U.B.C. Expansion Index I --1 ·-1 --·I .-1 :1 • .. j ~-1 ,. ,. j ·1 -J ·1 _j ·1 ' .I , .... ·1 ;,J I J .1 ·~ •( ·1 ~~ ·1 I The Koll canpany November 7, 1984 Job 'tib: SD1330-00 I.JJg No: SD4-3163 Page Eleven less than 20) soils. This alternative will reduce foundation costs in that foundations may then be designed for non-expansive soil con- ditions. c. Foundation and Slab Recarmendations 1. General OUr investigation indicates that the existing surface soils exhibit a high expansion potential. The following reccmnendations are provided for the design of footings and slabs based on the expansion potential of soils presently at the site. OUr reccmnendations are considered generally consistent with the Standards of Practice. The implementation of these reccmnendations should serve to reduce the risk of distress resulting frcm expansive soil. The potential for favorable foundation performance can be further enhanced by maintaining uniform m::,isture conditions during and after construction. The footing configurations and reinforcement reccmnendations herein should not be considered to preclude m::,re restrictive criteria by the governing agencies or by structural considerations. A Structural Engineer should evaluate configurations and reinforcement requirem:nts for structural loadings., shrinkage and temperature stresses. 2. Foundations The recarmended type of foundation to support dead and live loads is spread footings, either square or continuous. No footings should straddle a cut/fill interface. All footings of a given building should be founded either entirely in bedrock or entirely in ccmpacted fill.· I ·1 ·I .-1 , :!'' ,· ;. •.;. .!I I • _j ·:1 .·I '_j ·1 ,~, .:I :...1 ·-I . i .I ~, I I ' The Koll canpany November 7, 1984 a. Columns Job No: 8D1330-00 Log No: 8D4-3163 Page Twelve S:?lumns may be supported on spread footings founded a minimum of (_3,_4-inches below lowest adjacent finish subgrade. Reinforcement should be.based on structural loading. b. Walls Any exterior and interior footings should be continuous and foun~~ at least 24-inches below lowest adjacent finish subgrade. Reinforcement in exterior and interior footings should consist of a minimum of two No. 5 reinforcing bars, placed one at the top and one at the bottc:m of the footing. If the structure is to be supported on isolated spread footings, a rroisture cut-off wall should be poured around the peril:reter of the building to a depth of 24-inches below lowest adja~ent finish subgrade·. 3. Slabs Slabs should be of 4-inch (net) thickness reinforced with 6x6-6/6 welded ~i~e ~sh located at mid-height supported on concrete chairs. Slabs sh~uld be provided with 4-iI?,ches of rounded gravel or clean sand followed by a 6-mil "visqueen" (or ~ivalent) rroisture barrier. The rroi$ture barrier should be sealed at all splices and overlain by at .· least 1-inch of clean sand. If the b\,lilding pad will be capped with a ~nimum of 2-feet of non-· ~sive soils, slabs nay be a nc:minal 4-inches thick. Slabs should be underlain by a 6-mil visqueen rroisture _barrier. tue to the expansive natUJ?e of the select naterials proposed, no reconmendations for reinfor-:- cem:mt in the slab areas is nade. However, reinforcem:mt may be required and advisable due to structural considerations. I -1 ·1 .;.J ~-1 ( J I ' I I -1 ·1 . 1 I . ~ . , I I The Koll canpany November 7, 1984 4. Pre-Soaking Beneath Slabs Job No: SD1330-00 I.cg No: SD4-3163 Page Thirteen Slab subgrade soils should be soaked.to at least 5 percent above cptimum moisture content to a depth of 18 and 24-inches in 3-story (bedrock) and 2-story Ccanpacted fill) building areas, respectively, below slab subgrade prior to placement of concret~. The moisture perietration should be verified by the Soils Engineer prior to placing visqueen·. As an alternate to pre-soaking, selective grading as recarmended earlier may be elected. If selective grading is elected,~ recarmend that slab subgrade soils not be allowed to dry back. In order to maintain the desired m:::>isture prior to placing concrete, periodic sprinkling may be necessary. If building pad is capped with a minimum of 2-feet of non-expansive soils, pre-soaking is not required. However, areas to receive concrete should be thoroughly m:::>istened prior to placing concrete. 5. Exterior Flatwork Provided sane differential m:::>vem:nt can be tolerated, exterior slabs on grade (i.e., patios, walkways) may be ~3.5-inches in thickness and should be reinforced with 6~6-6/6 wire rresh. A. 4~i~ch' granular base should J?e provided below the slabs. Although pre-soaking is not a requirement, moisture content of cptimurn or above should be maintained prior to pla- cement of concrete. Slabs _should be appropriately jointed for crack. ' . . control. 6. Allowable Bearing Pressure for Footings The following table gives the allowable bearing pressures for footings entirely founded in canpetent bedrock or cc:mpacted fill • Soil Canpacted Fill Bedrock Allowable Bearing Pressures Live Plus Dead Ioads (psf) 2,000 5,000 I -1 I :·I . : .·1 t ~1 ·,.J ·!'I ::J ·I I 'I ·1 _J I . 1 I I I .... ' I I The Koll canpany November 7, 1984 Job No: SD1330-00 wg No: SD4-3163 Page Fourteen A one-third increase ~or short-tenn wind or seismic loads may be uti- lized. Footings should have a minirrn.nn width of 18-inches and, where located adjacent to utility trenches, should extend below a ope-to-one plane projected upward fran the inside bottan corner of the trench. 7. Lateral Load Resistance The following table provides the lateral bearing capacities for the can- petent bedrock. Allowable Lateral Soil Bearing Pressure (pcf) Canpacted Fill 300 Bedrock 500 8. Post-Tensioned Slabs Allowable Friction Coefficient 0.25 0.25 As an alternative to conventional foundations, post-tensioned slabs may be used. Although typically rrore expensive, post-tensioned slabs have an excellent performance record in expansive soil conditions • 1 •. Design Criteria Post-tensioned slabs should be designed by a Structural Engineer_for a relatively unifonn bearing over the slab area. The differential :rrovement reccrrcoonded for design purposes is a two percent gradient in 10-feet horizontal. 2. Subgrade Treatment Post-tensioned slabs should be underlain by a 10-mil rroisture barrier with one-inch of clean sand placed between the slab I -1 ··I ··I ·. i .. t ' ,t .... ~, -J -1 I ·I ___j I .I ,; ... ·1 :....J I •• J .I . ; ·1 I I The Koll canpany November 7, 1984 Job No: SD1330-00 wg No: SD4-3163 Page Fifteen and rcoisture barr~er. The barrier should be sealed at all splices and care should be taken not to puncture the barrier during construction. 3. Thickened F.qge Post-tensioned slabs should have a thickened peri.rreter edge extending at least 12-inches into the slab subgrade soils. 6. . Expected Settlement If footings are supported by bedrock or ccmpacted fill and are sized for the recanoonded bearing pressure, differential settlements are not expected to exceed ¼-inch. D. Type Cement for Construction The results of our sulfate testing indicate that_ c~t Type I or II may be utilized for concrete ~n contact with the subgrade soils. E. Drainage To enhance future site performance, it is recorrmended that all pad drainage should be collected and directed away fra:n proposed structures to disposru.- areas. For soil areas, we recarm:nd that a minimum of 010 percent gradient be maintained. Due to the expansive nature of the on-site soils, it is important that drainage be dir~ted away fra:n foundations and that reca:n--: mended drainage patterns be established at the ti.Ire of fine-grading and maintained throughout the life of the structures. . Property owners should be aware that altering drainage patterns, l~dscap.i,ng, the _addition of patios,_ planters, and other irrproveirents, as well as irrigation and variations in . .. seasonal rainfall, all affect subsurface rco~sture conditions, which in turn affect stplctural perfonnance within expansive soil areas. ·I -1 ·1 :., -.~, , ;.' :I _ _;i I :I I ·1 • j I .. _; ·1 ~-~ I I The Koll canpany November 7, 1984 F. Trench Backfill Job No: SD1330-00 k>g No: SD4-3163 Page Sixteen It is our cpinion that utility trench and/or wall backfill consisting of the on-site material types could be best placed by mechanical ccmpa.ction to a minimum of 90 percent of the laboratory maximum density. If the trenches are excavated in the rock-fill materials, it is likely that oversize material will be generated and not be suitable for baakfill. No rocks greater than 6-inches are acceptable for trench backfill, and nestirig of rocks less than 6-inches should not be allowed. G. Footing Observations All footing excavations should be reviewed by the Geotechnical Consultant prior to placing reinforcing steel and concrete. H. Paved Areas Areas to be paved with asphaltic concrete should be graded in accor~ce with the site preparation recan:rendations given in section B.2. Pavement subgrade soils should be scarified and rroistened to near optimum conditions and ccmpa.cted to at least 90 percent relative ccmpa.ction in the top 8-inches below finished subgrade imrediately prior to placing base. The following- preliminary pavem:mt section is recan:rended based on an R-value of 38. Light Vehicles CT.I.= 4.5) Driveways and truck loading CT.I. = 5.5) ,r, /3-;-inch~ of asphaltic concrete over \~-inches of untreated Class II aggregate base ~ -.. 3-inches of asphaltic concrete over 6-inches of untreated Class II aggregate base I -1 I 1 -~-1 :, ;.I ~1 , J ·1 ......l ·I ..3 ·1 ' I ·1 :_j I ·1 .: 4 I ' I I The Koll Canpany November 7, 1984 Job No: SD1330-00 wg No: SD4-3163 Page Seventeen These preliminary recarrrendations should be confirrred by additional R-value testing at the canpletion of fine grading. ~gregate base should conform to the requirements of the California Department of Trans:i;x,rtation Standard . Specifications for Class II aggregate base-. P:ggregate base should be can- pacted to a minimum of 95 percent relative canpaction. We recan-rend that the area within and around the trash enclosure be paved. with Portland Cement Concrete. P.C.C. paving should be a minimum 5-inches thick, reinforced with 6x6x6/6 welded wire rresh. SUbgrade soils should be prepared as recarrrended above for asphalt paving. Concrete paving. should be provided with appropriate release joints at a maximum interval of 20-feet · and divided into a nearly square panels as possible. I. Observation of Grading Grading should be perforrred under the testing.and observation of the San Diego Soils F.ngineering, Inc. St»1ARY As foundation and grading plans are canpleted, they should be forwarded to the Soils F.ngineer for review for conformance with the intention of these recarmendations. I ·1 ·I ·1 -~1 . ~I ~.J ~, : J ·I I .,..;. I -!. I I •-:. .. I I I The Koll Canpany November 7, 1984 LIMITATIOOS OF INVESTIGATICN Job No: SD1330-00 Log No: SD4-3163 Page Eighteen our investigation was perfonred using the degree of care and skill ordinarily exercised, under similar circumstances, by reputable Soils Fngineers and Geologists practicing in this or similar localities. No other warranty, expressed or implied, is made as to the conclusions and professional advice included in this report. The samples taken and used for testing and the observations mde are believed representative of the entire project, however, soil and geologic conditions can vary significantly between borings. As in nost major projects, conditions revealed by excavation may :be at variance with preliminary findings. If this occurs, the changed conditions must :be eva- luated by the Project Soils Fngineer and Geologist and designs adjusted as required or alternate designs reccmnended •. This opportunity to :be of service is appreciated.· If you have any questions, please call. Very truly yours, SAN Dm30 SOILS EN3INEERING, INC • ~<;.}1~ Tara S. Sikh, R.C.E. 35454 Manager, Fngineering Services t0 W. Lee Vanderhurst, C.E.G. 1125 Manager, Geologic Services TSS/WLV/MJM:~ I ... f :I . ; "I •, ,._l t :_:! ·I . l ~1 ·= -~ :I ~.J I ;,..~ I ..:...! I I I The Koll Canpany November 7, 1984 Enclosures: I/Xation Map, Figure 1 Regional Fault Map, Figure 2 Plot Plan, Plate 1 Logs of Borings, Figures 4 through 10 Laboratory Test Data, Figures 11 through 19 Distribution: (6) Addressee Job No: 8D1330-00 Log No: SD4-3163 Page Nineteen 1· · I - I ··I I ~1 ··.~ -:-1 :I I I I I I I I I I I I II ,.,? 0 '11 JOB NO.: 2000 SCALE IN FEET 1330-00 4000 -.. :,,, ADAPTED FROM U.S.G.S. SAN LUIS REV QUADRANGLE ( 1975) LOCATION MAP DATE; NOVEMBER, 1984 FIGURE: 1 SAN DIEGO SOILS ENGINEERING, INC. POOR QUALITY ORIGINAL S I I I ··1 .I 1 ~1 I I I I I I -1 I I I -------. ... I 121• KILOMETERS N I L E $ I 120" ., MAJOR EARTHQUAKES AND REC£ IN THE SOUTHERN CALIF ACTIVE FAULTS -··· Tele! lenglh cf foul! zcne tho! breaks Hclccene depcsils er that hos hod seismic ochv1ty Fault segmenl w11h surface rupture durin9 on historic earthquake, or with ose•sm1c fault creep. O Holocene volcon·c ochv1ly (Amboy, l'lsqoh, ~ Pr1etc end Sollcn Buttes) EXPLANATION· 19~2 111.1· SH lo,...er, llltrihtld, Proclor poper flltrtu1 for 14ld1h0f!ICll uplanohor Code 'tCO"Wfltndohons b, ttle Slrvc11in1 Enttl'Hn Au.:ic:tahon ol Cali' .. f'IH e RiCUlf lllotnitudt ol 71.4 or ''"'''• o Mt~• eortf'loueh / Comp1lrd Irr R1cllo•d J Proclor moon!( from pubhshtd ond unpubl.,hrd dolo al tl>r Co. ol ltolrr R~st'Jcl'rts Bull~h.11 116 ·2 1964) · seltcflons from bUllthM ot tf'\of Gtolo91c EkmtA1or1 ~1smo1og, ( 19~8); ond thr No/1000/ Allcs, p 66 l I I Adapted from: Geology, Selsmlclty end Environmental Impact, Special Publication o1 the Association o1 Engineering Geologist, 1973 1143 REGIONAL FAULT MAP .. ~ SAN DIEGO SOILS ENGINEERING, INC. ~ ~ SOIL ENGINEE~ING a ENGINEE~ING GEOLOGY JOB NO.: DATE: 1330-00 FIGURE No.: 2 ·I -1 ~1 ~1 -l I : ; I =· •. ;,;j --' :I l ;I I I PRIMARY DIVISIONS GROUP SECONDARY DIVISIONS SYM. GRAVELS CLEAN GRAVELS GW WelJ graded gravels, gravel-sand mixtures, little or (/) % no Ines. ..J < MORE THAN HALF· (LESS THAN 5" GP Poorly graded gravels or gravel-sand mixtures, a & i!: ~ OF COARSE FIES) little or no fines. (/) FRACTION IS s11tx FJ•~els, gravel-sand-silt mixtures, non-u.a:-GRAVEL WITH GM 0 _, w OJ pa t c f nes. w ~ow LARGER THAN Fl'ES GC Claye(c ~ravela,gravei-aand-clay mixtures, · :z a: > N0.<4 SIEVE < z<W olast c Ines. i _, gj Well graded aanda, gravelly aands, little or no a: ~ 0 SANDS CI..EAN SANDS SW (!) fines. 0 MORETiiANHALF (LESS THAN w &! ;! "' 5" !=MS) SP Poofii fraded aanda or gravelly aanda, little or en OF COARSE no I e • a: 0 a: 0 FRACTION IS < :E ~ % SM SIity aancla, aand-allt mixtures, non-plaatlc fines. 0 < SW.IIE;:iTHAN SAN)SWITHFN:S (.) :E NO. 4 SIEVE SC Clayey aanda, aand-clay mixtures, plastic fines. (/) ~~~ ML Inorganic slits and ver~ fine sands rock ·uour 11ilt~ or ..J SIL TS AND CLAYS clavev fine aands or c avev silts with slloht plastic ty . a Inorganic clays of low to mediur.l plasticity, gravelly u., ~-AJ.!.! CL < OJ UQUD LMT SS LESS THAN ~ clavs sandv clavs silty clays, ean clays. 0 :i:: :E ~ w z: § OL Organic allta and organic_ allty clays of low plasticity z < i...1otn MH lnorc?-anic :Jtlltae ·rnlca~eo~s or. diatomaceoua fine a: :!.Z SIL TS ANO CLAYS aan Y or a tv o s e aat c -a Its. (!) m a: z CH Inorganic clays of high plasticity, fat clays. w ~< UQUI:> lMrT SS GREATER nw-, ~ z :E ~ i: OH oralar;:-,lc clays of medium to high plaat icity, u: or an c slits. HIGHLY ORGANIC SOILS Pt Peat and other highly organic soils. DEFINITION OF TERMS U.S. STNl>ARD. SERIES SIEVE CLEAR SQUARE SIEVE OPENINGS 200 40 10 ·4 ' 314• 3• 12• SIL TS AND CLAYS SAND GRAVEL !BOULDERS I I COARSE I COARSE COBBLES· FINE MEDIUM FINE GRAIN SIZES SANOS,GRAYEl.S ANO BLOWS/F00Tt CLAYS AND STRENGTH' t NON-PLASTICS SIi. TS PLASTIC SIL TS BLOWS/FOOT ·-VERY.LOOSE 0 -<4 VERY SOFT 0 -1/<4 0-2 LOOSE 4 -10 SOFT 1/4 -1/2 2 -<4 MEDIUM DENSE 10-30 FIRM 1/2 -1 4-8 -STIFF 1 -2 8 -16 .· DENSE 30 -50 VERY STIFF 2-4 1e -32 VERY DENSE OVER 50 HARO OVER 4 OVER 32 . -RELATIVE DENSITY CONSISTENCY t . Number of blows of 1<40 pound hammer falling 30 Inches to drive a 2 Inch 0.0. (1-3/8 Inch LO.) Sl)it spoon (ASTM D-1586). · • • Unconfined compressive atrength In tona/aq. ft, !IS detef'mined by laboratory testing or approximated· by the standard penetration test (ASTM 0-1586), pocket penetrometer, torvane, or vlaual observation. KEY TO EXPLORATORY BORING LOGS Uni.fled Soil Classification System (ASTM D-2487) JOB NO: I DATE: FIGURE: . 1330-· 00 3 SAN DEGO SOILS ENGINEERJNG,INC. I ~1 ~1 :-1 . l ~1 . i ~1 I ~:..1 ~1 -1 l I -.J I _J ~1 . I ~_; ·I I _j :I .... i ·I I I . . DATE OBSERVED: 10L4L84 METHOD OF DRILLING: 3 Q II Bucket Auger 2600 lb. hammer LOGGED BY: ES GROUND ELEVATION: Q ad grad t.OCATION: See Ma:e z I-w >~ J:: 0 Q .... 0 w .., w~ a:o w ~ 0.. BORING NO. 1 w 0 mw ::!: a: I-Oo.. "-0 "-0::-1 w.., ... ~ ... ::, 0.. < =>z o> (/) 1-::!: (/) >-w SOIL TEST :c ~ ~< ~ ... < I- I-(/) :x: Oz ..,- a. Cl) 0 Q(I) .., o..~ w < .., z ::, ::!:O zW DESCRIPTION Q .., m ::, ID Q 0 -o -o CL-FILL-Brown to gray silty CLAY --- UL to clayey SILT with siltstone -chunks, damp to moist, stiff -~ -6 17. lrl03 .. 6-Same with dark' brown sandy -rx clayey SILT to silty CLAY top---5 ~ soil, damp to very moist, stiff -CL 14.' 107 .... TOPSOIL: Black to brow.n sandy -silty CLAY, damp -o very moist, 10-R stiff to very stiff, limmited -~~~tl--------------12 6 ---------CL-11.' 111 BEDROCK: Point Loma Formation; _ ML Gray with orange staining claye:i, -SILTSTONE to silty CLAYS TONE, 15-:g ·t:hinly interbedded, damp, hard -15 14. 114 - -' - 20 Tot~l Depth 2 0' -No Water -No Caving -- 25-- - - - -- 30- ----- 35- --- 40- JOB NO.: 1330-00 LOG OF BORING IFIG~RE: 4 SAN DIEGO SOILS ENGINEERING. INC . I -1 ~1 -,1 .-1 . i 1. ... J 1 _J 1 ·:..J ·1 I _, I ' I DATE OBSERVED: JOU1l8(J. METHOD OF DRILLING: 30 II Bucket Auger j 2600 lb hammer LOGGED BY: B,S GROUND ELEVATION: pad g :t: a.d il.OCATION: See Ma:e :z ... 0 w >ti: .... 0 .... ... 0 w ..I w~ a:o w ~ 0 mw a. Oil. BORING NO. 2 w ::s a: ... LI. 0 LI. a:..1. LU..., .... ... ::> a. < =>z 1!; Cl.) >-::i: Cl) >-w o> SOIL TEST = 3: 2?< !!2 ... <t: ... Cl.) :ii:: O;z ..I Cl) a. Cl.) 0 QC/.) ..I a.:z w < ..I :z ::) :so zW DESCRIPTION 0 ..I al ::) m 0 0 -0 -o CL-FILL-Gray brown to dark brown -KL silty CLAY to clayey SILT, dry -to damp t;L 9 ~ S.8 117 TOPSOIL: Dark brown sandy silty Consolidation -CLAY with o·rganics, dry to d·amp, (undistu·rbed) s-hard ' - J::L-10 ~ ... 3. 9 110 BEDROCK: Point ·Loma Formation; ML Gray with tan to orange staining . clayey SILTSTONE silty CLAY-to 10 ' STONE, damp, hard -Total Depth 10' -Refusal -No Water -No Cavi_ng 1S- -- -' - 20- - -. - 25-·- -- . . - 30- - -- . 3S- -. -- - - 40- JOB NO.: 1330-00 LOG OF BORING jFIGURE: 5 SAN DIEGO SOILS ENGINEERING, INC. I ~1 ~1 t .. " ~1 ;:.J ~, ·1 ·1 . _j I DATE OBSERVED:--iluQJ...1.-/ 4~{..u8~4-------METHOD OF DRILLING: 3 0" B 11 ck et Anger 2600 Jb hammer LOGGED BY: BS GROUND ELEVATION: p a d grad t.OCATION: See Map 0 w ..... >ii: w ..J w"' a:o BORING NO. 3 a:iw a. a:._ ca. a:..J ::E :,I-w ..... ::, a. < 1-Z o>-SOIL TEST I-::e en o,W < !:: ~< -1-:a:: Oz ..J(I) Q(I) ..J ::i:o ll.z DESCRIPTION z :::> ·w 0 z .: 0 1-ttl ~ g ~ 0 ~ :z: ~ (I) I-(I) == Q. (I) 0 w < ..J ::, a:I a;Q c "'6-m -o-i:i=+-+---+--+----1--+--------------------+---------1 FILL-Gray brown to olive silty CLAY ~ clayey SILT with dark brown clay topsoil mixed in and siltstone chunks, damp to moist, stiff _CL- ML - - 5- 4 X'>< 1.s.100 Consolidation (undisturbed) Maximum density - 4~-L--~ 1 - 2 -i.~-_.....---1---+----t----------------------fparticle Size ~ .::::..::::. 13.2 112 BEDROCK: Point Loma Formation; -u·L Analysis _~1 Gray with orange to tan staining Atterberg Limit; silty CLAYSTONE to clayey SILT-Sulfate,_ STONE with some sand, damp, hard Expansion - 10- -14 Z tl.3.2 117 - - - 15-~ -t--+--"?-1'1 . .._,x.-t--"-'-~,~~ ..... ~7+-'1_1~3 Gray mottled tan \ with some orange ,CLAYSTONE, damp, to gray green staining silty hard -- 20- - - - - 25- - - - - 30- - - - - - - - 40- JOB NO.: 1330-00 Total Depth 16' No Water No Caving LOG OF BORING !FIGURE: 6 SAN DIEGO SOILS ENGINEERING, INC. ·I I ·'-DATE OBSERVED: lQL4l8{± METHOD OF DRILLING: JO" ]2ucket Auger 2600 lb, hammer LOGGED BY: RS GROUND ELEVATION: Ila d grad tOCATION: See MaE ;I ,,1 • j I _-i J z I-0 >-""' ~ 0 w --0 w ...I wt a: u. w ~ 0 mw 0. 0~ BORING NO. 4 w == a: I-II. 0 . u. 0:...1 ::,z w ..... -ii:: .... ::, 0. < '""w o> SOIL TEST (I) 1-::i (I) :c cii 3: 22< 22 i-< !:: I-~ Oz ...I (I) 0. (I) 0 Q(I) ...I C.z w < ...I z ::, ==o zW DESCRIPTION 0 ..I m ::, m 0 0 -0 -o _ CL· BEDROCK: Point Loma Formation; ML gray with orar:ige to tan stainin~ - 13 I silty CLAY STONE to clayey SILT-. ~ STONE, thinly interbedded, damp, . 10 13.J 11( herd 5-~ ' .. . 14 14.f 11' ~, -. ~1 .• . IX 10- 0 X 1 'i ( 11 Expansion . j . Total Depth 11' J . No Water No Caving . 15-·1 . -_...J . ' I - 20- -I . . -I 25-- . . ., . I . -' . - I 30- . _j - .. , . . 3S- ·1 . . - ' ---. I - . 40- JOB NO.; 1330-00 LOG OF BORING jFIG~RE: 7 I SAN DIEGO SOILS ENGINEERING, INC . • J ·I -1 ·1 ,,1 I .-1 1 ~1 .. ; ~1,. :·I J 1 j I I ~ ·I I I I -..J I --1 I :, .;j . , I I . DATE OBSERVED: JOllil8fl METHOD OF DRILLING: 3 0 II Bucket A11ger I 2 2QO l:b. hamm~x: LOGGED BY: RS GROUND ELEVATION:Ead grad Et.OCATION: See MaQ z I-C w >ii:: .:: 0 .... w ~ 0 w ..I wl a:o BORING NO. 5 0 cow 0. CD. w :l: a: .... u.. (.) u.. a: ..I ::::>z w;: ,._ ii: .... ::::>0. < 1-w SOIL TEST . :J: Cl) 1-;:i: Cl) o .... ui :: ~< ~ .... <-I-~ Oz ..I Cl) 0. Cl) 0 CCI> ..I ~o 0.z DESCRIPTION w < ..I z :, zW Q ..I CD :) CD (.) (.) -0 ~o ' ~T-f.n FILL-Gray brown silty CLAY to .. \ clayey SILT with siltstone chunk . .t-!L "chu_nks, damp l2 IX X IL 6. 4 108 BEDROCK: Point Loma Formation; R-Value - s-~ Gray w:i,th orange staining clayey ::_3 5.9 113 SILTSTONE, damp, to moist, hard . . . . 10-r5< ' ~ Ii l,. ":\ 1 1 ? Total Depth 11' . No Water . No Caving . 16- -. . ' . 20- . -. . 25--. . . . -30--. . . -. 35-. -. . - 40- JOB NO.: 1330-00 LOG OF BORING !FIGURE: 8 SAN DIEGO SOILS ENGINEERING. INC. I -1 " DATE OBSERVED: JOt"'tSt.i METHOD OF DRILLING: 3 Q II l3uc;:k.iat Aus(ii~ :2eoo ;i,~. l:.ammer LOGGED BY: RS GROUND ELEVATION: pad grad toCATION: See Ma12 '.'I =-1 ; z I-0 w >-~ .... 0 .... I-0 w ..I w~ a:o 6 w ~ 0 caw D. a: .... CD. BORING NO. w :: u. 0 LI.. a:..1 ::,I-w;: .... ii: ..... ::) CL < 1-Z SOIL TEST :t (JJ 1-::::e '1) UJW 01-en ~ SI?< -1-<-I-~ Oz ..I(/) D. (JJ 0 Q(/) ..I D.z DESCRIPTION w < ..I z :::, ::i:o zLU Q ..I CD :::, m 0 0 -o -o CL-·BEDROCK: Point Loma Formation; :-1 l I' -ML Gray green with orange staining -silty CLAY~TONE to clayey SILT-Consolidation -:g STONE, thinly interbedded, damp (undisturbed) -9 16.S lOi to moist, hard Particle Size s-:-8: Analysis, .. 11 16.4 lOS ' Expansion, -Sulf a·te ~, --k?S Direct Shear -(undisturbed) =-1 10-~ -10 15.9 lll Direct Shear (undisturbed) I - ~1 -- • l 15- I - - -' I __ , - 20-X l'.' , 7 2 lOS Direct Shear I ' -Total Depth 21' (undisturbed) No Water -No Caving - I 25---~---;I - --30- I ~ - -·...:, -~-35- J -- . . I 40- JOB NO.: 1330-00 LOG OF BORING !FIGURE: 9 SAN DIEGO SOILS ENGINEERING, INC. I ·1 ,' -1 " DATE OBSERVED: l0/4/84 METHOD OF DRILLING: 3 O" Bucket AuEzer 2600 1 b. hammer LOGGED BY: RS GROUND ELEVATION: Pad grad E\.oCATION: See Map ~1 'I • J ~I ' :I '\o: .Ji z t-C w >~ .... 0 .... t-0 w ..I w~ a:o w ~ mw 0. BORING NO. z w 0 a: .... ca. LI. (.) LI. 0::..1 ::::E ::) ... w .... .... u: " ::) 0. <( t-Z Q>-SOIL TEST (I) 1-::"a a, a,W ::z: iii 3: ~<( -t-<( !:: t-::.:: Oz ..la, Q. (I) 0 Q0 ..I 0.z w <( ..I z :) ::::E·O zW DESCRIPTION Q ..I m ::> m 0 0 -0 -o _CL-BEDROCK: Point Loma Formation; ~L Gray green with orange staining -clayey SILTSTONE, thinly inter- -z bedded, damp·, hard -L4 t6.1 111 s-~ 14 IL 6. s 113 ' - :I - - :I , -rx 10- 1 1 IX 1 6. 4 1 1 0 Total Depth 11' - 1 -No Water No Caving -•, I . 15-~-, ---' ~I-- 20- > - ·1 - - -.,I ·, ..... 25-. - - .I - --. 30-·I .J - -. :.I 35- -·1 -. ..... - -I 40- JOB NO.: 1330-00 LOG OF BORING I FIGURE: . 1 o .. SAN DIEGO SOILS ENGINEERING, INC • I ' ·-I- L. 0 m z p t-' l,.) l,.) 0 I 0 0 - en > z 0 m Ci) 0 (/) 0 r (/) m z Ci) z m m :0 '"O )> :0 -I () r m (./) N m . )> z )> ~ (./) (./) -. ,, G) _! C ' :0 ; f!1 t-' z p I I-' z p > : f-iilll l-1111111 ,_ --'.lllila ;-, •. l ·-·,,; . l' .. , .. , f,-- I I SAND GRAVEL COARSE MEDIUM I FINE I -SIEVE SIZES-U.S. STANDARD 3/4" 1/2" 1/,&" " 10 20 40 100 200 100 . -:----'---r--i---r--:... 90 ----......... r--......... ............. 80 ..... 70 ,, m 60 :0 0 m z -I 50 -0 > en en z 40 Q 30 , • 20 10 0 10.0 1.0 0.1 PARTICLE SIZE-MILLIMETERS BORING NO. DEPTH (FEET) SYMBOL LIQUID LIMIT PLASTICITY INDEX · B-3 3 -47 20 CL-ML -. ··1 ----. '.'( ·-I ·---·' SILT CLAY 100 90 80 70 -0 60 m :0 0 m z 50 -I -0 > (/) "' 40 z Ci) 30 20 10 0 .01 .00~ CLASSIFICATION . . I --!-t-;'illil i::-· t.-;._ --~-1111111 ·-~----I •'.'! !• :·t . .-· I L.-..., ... ~-~-111111 ··-- (.. 0 CD· z e I-' l,J l,J 0 I 0 0 I-- "ti )> ::0 :j () r m m'. z: e . G') Z; C m lJ m . m lJ ... z 'i-, G) N . ' z Pl I GRAVEL SAND l COA-RSE MEDIUM l FINE 7 SILT I CLAY SIEVE SIZES-U.S. STANDARD 10~1(· 1Ii .. I I I I II I I I 1-==-=t==-=:JJ II I I I II I I I 11111 I I I I I · 111 l I I I I I I 100 1/4" 4 10 20 40 100 200 ··~ 1111 I~ 1111 i lllffi=tt-NJ 11111111 I I 1111111 I I I·· 8011 I 111 111 111 I II I Ill I I I ,l I I f'l=U}f rrr= l=l 11r117 I I I lso 70 II I I I I I II I I I I II I 111 I I I II I I I I I I II I I I I I I I I I I I I · I I I 70 ~ ~ m 60 tt----i--t-+-t--t--tt--t-T"-t--+---tt----t-iHr-t-+-+--tt--1---+--1---1-+-+-+t-t-t---,1--i---t----t-+-+-t--+--+--t---+----i------l 60 m lJ lJ 0 ~------~~--+-+---------HHi-4--+-+--tt--1--+--1--1-1-+-1-t-t---+-1--+----+----++-4-+--+--l--+-+---+------4 0 m m z z -f 50 ~--I--J.-l-l-4--H-4-l-1--1----11----J.+-ll-¼--1--1--H---1--+---ll----l-+-~-+--+--+-~--l------l-+-~-+--+--J.--1----1------1 50 -f ~ ~ > ---+-1-+-+-+-Hl-l-++---------++-»---+-f-+--»-----+---+---+-1-J--H---+-+--l--+---1-----~------------~ > ~ ~ ~ . ~ z 40 _ 40 z G') G') 3011 I 11 I I II I 11 I II 1111 I I I II I I I 11 111 I I I I I 11 I I I I I I I 130 2011 I 11 I 111 I I.I I 11 1111 I I I II I I I 11 111 I I I I I 11 I I I I I I I 120 10 II I I I I I II 11 I I II 1111 I I I II I I I I I I 11 I I I I I I I I I I I I I I I 10 I 111 I I I I I' I I I I I I I 10 0 II ' I ' ' ' II ' ' ' ' n I ' II ' ' ' " ' ' ' I .001 10.0 1.0 0.1 PARTICLE SIZE-MILLIMETERS BORING NO. I DEPTH (FEET) I SYMBOL I LIQUID LIMIT I PLASTICITY INDEX · B-6 ·I 8 I --I --I --I Ml .01 CLASSIFICATION - I -, ·1 :1 -, ~1 .:•.,. J ~, ~1 ·:1 J -, .I _I I :1 ·1 ,._ ·I- I PLASTICITY CHART 80 V ./ 50 V -CH ~ "i', -• 40 .,.. X V w / Q CL z ->-30 / I--0 -MH I-_, er, 20 or < / OH .,J .. 0. . / 10 1----/ 4-~~1:,_//////// ML or OL ML / I 0 . 0 10 20 30 40 60 60 70 80 90 100 LIQUID LIMIT (%) NATURAL PLAS-PASSING UNIFIED SAMPLE LIQUID LIQUIDITY SOIL SYMBOL BORING DEPTH WATER LIMIT' TICITY NO. 200 INDEX CLASS!-NO. (FEET) CONTENT (CX.) INDEX S·IEVE (%) FICATION CCX.) ('Xi) (CX.) SYMBOL : : 0 B-3 3 -47 .-20. 79 -CL-ML .. ' . . . ATTERBERG LIMITS JOB NO.: 1330-00 IDATE: FIGURE: 13 SAN DIEGO SOILS ENGINEERING, INC. =I ~1 ~1 .. ·I -! -~' ·.'•i t ,;j J ·1 •. j ~, ' ·1 -.J :I _i ·1 , ·1 ...: ... ·:1 ...a. 1·. __j/ .·I ;:. ~ I. -J I ... I Job No: 1330-00 Test TABLE 1 RESULTS OF EXPANSION TESTS (U.B.C. STANDARD 29-2) Expansion Expantion Location Index Potential B-3 @3' 95 High B-4 @9' 92 High B-6 @8' ... 92 \ High ' '---:----.___ ·- TABLE 2 . MAXIMtM DENSITY/OPTIMCM IDISTURE RECATIONSHIP . (AS'IM: D-1557-70) Test Maximuin Cptllt1UII1 Location :Density. M:>isture B-3 @3 1 107.0 18.,? TABLE 3 · RESULTS OF SULFATE TESTS . Test ·Location B-3 @3' B-6 @8' Test I.o::ation · B-5 @3' % Soluble TABLE 4 R-VALUE SUlfates 0.0255 0.0305 R-Value 38 Figure 14 _J I ~1 -1. :·, -.·1 . J ~1 ... ~. fl _ _, -1 I I •• J I .I :I ~ . I -_ ·.l -1 ~ -~ J I I ti: Cl) a. .... :c ... C, z w 4000 3000 CC 2000 ... 0) BORING DEPTH NO. (FEET) R-/; 5 COHESION, ANGLE OF SAMPLE DESCRIPTION (PSF) FRICTION,0 600 ·2 6 CL-ML Undisturbed) '~ ., V ' C, z ii: < w :c 0) 1000 /· / ~ :c ... C, z w 4000 3000 I= 2000 (I) C, / 1000 BORING DEPTH NO. . (FEET) B-6 10 .. .. 2000 3000. 4000 5000 6000 NORMAL LOAD (PSF) COHESION, ANGLE OF SAMPLE DESCRIPTION (PSF) FRICTJONo 500 27 CL-ML (Undisturbed) ' ., ( } V .. ~ a: < w :c co 1000 / / / 0o 1000 2000 3000 4000 5000 6000 NORMAL LOAD (PSF) JOB NO.: 13 3 0 -0 0 SHEARING STRENGTH TEST FIGURE: 15 SAN DIEGO SOILS ENGINEERING, INC. ::I i _-1 . l ~, ;;.; . ::I _.] ·I -1 . ~ ·1 -.J -1- I -· 1 :I ::~ ' -I -..,,1 I I BORING DEPTH COHESION, ANGLE OF SAMPLE DESCRIPTION NO. (FEET) (PSF) FRICTION,0 B-6 20 700 24 CL-ML (Undisturbed) 40001--....;;;.__,;__,;_.,_ __ .;.;..;;;_ ...... .____,;..,....;;.--'--~-.----"----...--------,-----~ 30001------~---.....;-+------+-----+------+-------I 0 I .0001------+-----+------::,""9-V _____ +-____ -+ ____ ---I (1) C, 3: a: < w :c 0) -u. a, a. ..,_ :z: I-C, z w a: I-a, C, z a: < w :z: Cl) 1000 2000 3000 4000 5000 8000 NORMAL LOAD (PSF) SORING DEPTH COHESION, ANGLE OF,,__ ___ S;;..A_M_P_L_E ____ D..;.E-S'"""C_R.;.;.IP'"""T'"'l...;;O..;.N ___ --l i--_;;.N;;..;;O;.;;.._-i-..;.(--F_E-ET).;.:;..-+--(--P_S-F_) ~-F.;.;R_IC_T_l.;;;.O_N'-1.o 40001------'---.-----'~-..---..J..----,..--L----...-------,.-------I 3000 2000 ~ 1000 0o 1000 2000 3000 4000 5000 6000 NORMAL LOAD (PSF) JOB NO.: 1330-00 I SHEARING STRENGTH TEST _ ,~IGUR_E:_ 1 fi----__ _ SAN DIEGO SOILS ENGINEERING, INC. I -1 ' :1 :1 .·1 ; I 1 -: ' ~, _ __, :_I ' 1 ~, ~I .. , J :1. :I _., :I "'. J I -- I BORING NO. DEPTH (FEET) SYMBOL EXPLANATION .... "it ... z 2 Cl) z < 0.. X "' -"' -z 2 ~ 0 ..I 0 Cl) z 0 CJ 3.0 2.0 1.0 0 1.0 2.0 3.0 ,4.0 5.0 6.0 7.0 a.o 9.0 10.00 0 - B-2 0 0 c-. JOB NO.: 1330-00 I 3 0 0 0 0 0 0 (') .., IO 0 0 0 .. 0 0 0 C'4 FIELD MOISTURE ----------SAMPLE SATURATED REBOUND 0 0 ·o 0 0 0 0 0 0 0 0 0 0 o· 0 0 0 0 0 0 0 0 0 0 (') ... IO 0 0 0 0 0 .. N (') .... IO NORMAL LOAD (PSF) .0 0 o. 0 0 .. LOAD CONSOLIDATION TEST FIGURE: 17 SAN DIEGO SOILS ENGINEERINO-;INC: I ~1 ·I ·I _-1 ~-1 . l. ·1 -1 ·1 I I .:__; ·1 I ~-· I ~. :I ; .I I I I ·-------------------------------------------, z 2 0, z < a. X w BORING NO. DEPTH (FEET) SYMBOL B-3 3 EXPLANATION FIELD MOISTURE ----------SAMPLE SATURATED REBOUND 3.01-----1---1-~1---1--11--1-~1-1----i---l---+--l--l--+-l-l--l-----l---+--+--l--+-+-+-+-l 2.0,1----+--+-l--+-1--+-+-1+---J---J---+--l--+--+-1++----l---l--+-+-H--i-+-, 1.01-----1---1-~1---1--11--1-~1-1----i---l---+--l--l--+-l-l--l-----l---+--+--l--+-+-i-+-l ---Ot--==::t--+--t-t-t-t--H--t----t---t---t--1-t-t-tt-t----t--t---1t-H-tt-H r---t--H .. i-,..i,.. z 2 ~ 9 _, 0 0, z 0 (,) jL_ ~!"or---....._ ' .. 1.ot---+-t-t-!!fntt-r-:::::::1=:-t,....~ci-+1-itt--+--t--t-+tt+H ---,~lo·~ ., 2.01-----1---1-~1---1--11--1-~1-1----1---1--~-+--i--4--l-l-+----+---+---1--l-+-+-i-+-l 3.o,1-----1---1----..1---1-1--1-~1-1-----1--1---+--1--1--+-1-1--1------1----1---1-+--1--1-1-+-l -4.o,1-----1---1----..1---1-1--1-~1-1----1---1--+--1--1--+-1-1-~---1---+--+--1--+-+-1-+-l 5.011-----1---1--1--+-l--l--+-l-l-----1---1--1---1--+-~+-l--l,-----l----l---l--l---l--l-l-+-l 6.01-----1---1----..1---1-1--1-4-1-1----1---1---+--!--l-...\-l-l--l-----+---+---l--l--+-+-+-+-l 7.011-----1--....;...-1---1-1--1--+-1-1----+---l--i---l--+-~+-1-4------1----1---1--+--1--1-l-+-I 8.011----+--+---l--+-l--+-+-l+---J---¼---+--l--+--+-1-+-+----l---l--+-+-H--l-+-i 9.01-----1---1---,,--+--,1-+-+-,l-l----1---1---+--+--+--+-l-l--l-----+---+---l-+-+-+-+-+-l 10•00'-----'0----0...__.o_o ...... L....I.._._._._ ___ ...__...__,__.__.._._......_..._ __ _.__~_..._..._.._..__._...., ;? ~ ~ ~ ~ 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 ,.. ~ (') .., 10 0 0 0 0 0 0 ,.. ~ (') .., IO 0 ,.. NORMAL LOAD (PSF) JOB NO.: 1330-00 I LOAD CONSOLIDATION TEST FIGURE: 18 SAN DIEGO SOILS ENGINEERING, INC. I -1 :I ··1 . 1 -1 l :-I .!,,.j -~, _..., -1 ' -1 . l -,1 ...J --1 _J I I I I I ·1 I I .. .,,--------------------------------------------- BORING NO. DEPTH (FEET) SYMBOL B-6 3 z EXPLANATION FIELD MOISTURE ----------SAMPLE SATURATED REBOUND Q . en 2.01------+---+---,l--+-lf---l--l-l-+---1---+---+--+--+--+-+-+-+----+--+-+-+-+-l-+--i-l z < Q. X w 1.0,1----l---'---'~+-;....+-+-+-+----l---l---l--l---l--l-+-+--l----l---l--4---i--l-ll-!-~ 3.011-----1----1--1--+-;....+-+-~---+--+--l--l---!--l--+-+--l-----l----l--4---1-~I-!-~ ; -4.0il-----+---+---,i--+-;....+-+-+-+---+--+---+--+-+--+-+-+--+----+--+-+--+-+-iH--1-1 z 0 ~ 0 -I 0 (I) z 0 0 s.o,1-----+----+--+--+--;....+-+-~---+--+--1--1---1--1-+-+--1-----1----1--+---1--+-1-1--1-1 e.01-----1----+---1--+-f---l--+-+-+----+---+---+--+--+--+-+-+--+----+--+-+---+-+-ii-++l 7.0 a.a 9.0 10.00 0 0 0 0 0 .... CII (') 0 0 0 0 .... ID 0 0 0 ... 0 0 0 6 0 0 0 0 0 0 0 O C\I (')"'ID NORMAL LOAD (PSF) 0 0 0 0 ... 0 0 0 0 CII 0 0 0 0 (') 0 0 -0 0 0 0 0 0 O• 0 0 0 .... IO 0 ... JOB NO.: 1330-00 I LOAD CONSOLIDATION TEST FIGURE: 19 SAN DIEGO SOILS ENGINEERING, INC. .. ,,. ' BUILDING ENVELOPE SUMMARY BUILDING ENVELOPE COMPLIANCE Form 1 , (NR-8/81) Project Designer: °"Pl'eAC..'T\LO~ Project Tit le: _ ___,_\<-'-o __ u.. ________ _ Project A d dress: CJ::4.5,~'"3> O o cum en tad by: __,,Q_,,,._.~'-"'-.a...---- D ate: zJs/e~ Checked by: ______ _ Date: _____ _ Permit Application Number: ___ _ Th/3 form provide:, space to /n$ert summary data on th• building envelope. Form 1 Is u3ed In con/unction with Form 2 and Form 3 worksheets to provide the necessary Information on building heating (U•Value) and coo/Ing (OTTV) de:,fgn er/tor/a comp/lance. . . SITE DESCRIPTION (from Building Location Data) Location Cods Number Latitude Degree Days-heating. Solar Factor, S.F. Cooling t:i.T, ASHRAE (dulgn temp. • 78PF) 1 .. 2.. 33 ,1.- 3. ZOj'?.-- 4. 5. HEATING DESIGN CRITERION Stan·dard Uow-10. Uor--11. U01 ; __ 12. Maximum Allowable Uoverau-13• • 'Z-8\ .Proposed • 46-=t Uow·-14. __ _ Uofu•~HIU I I 18. Propoaed ,o9.8 • oi\4 Uoverall ·-· 17 ~-1 2-"t'1 Lin• -17 must not exceed Line t 3. Note: Maximum Al/owbl• Uoverall and Proposed U0 veral/ are calculated on Page. 4 of Form 2. Note: For heated only bulldlngs, Uor l:s calculated for the proposed building from Form 2 (He11tod Only Building) U3/ng the value from Lin• 38 for th• area of skylight:, and the va~from Line 3 7 for th• overall roof a;u. \ BUILDING DESCRIPTION (from plan:,) Occupancy Type Code Number (from Occupant Ratings for Buildings and Rooms) Gross CondJtlone~ Floor Area, ft 2 Number of Floors Average Gross Conditioned Area per Floor, ft,2 Average Wall Height·per Floor,ft. (/acing conditioned space) 8. 1. :;,\ Bto5 a. Ba.\ ::,'\32.t:> 9. E" S COOLJNG DESIGN CRITERION ' I Standard OTTVw, .. --18. ~\.(.;, or.rv r·.:-19. f,u,3 Standard '\ \ OTTV .... _ .... 20. \ • Proposed OTTVw,--21. z.C\,-=tS OTTV 22. 5, 4,(o r·- Propoaed \ e, 1 . OTTV ....... _ 23. 110 Line 23 must not exceed Line 20 Note: Standard OTTV and Proposed OTTV are calculated on Page 4 of Form 2. Note: For heated and cooled buildings, OTTVr I$ calculated for the proposed bul/dlng from Form 2 (Heated and Cooled Building) using the value from Line 25 for· tho area of skylights and the value from Line 27 for the overall roof area. The 5 percent exemption doea not apply to any cooled buildings: ., . 1 • (_ f. \. BUILDING ENVELOPE SUMMARY E}tHLDING ENVELOPE COMPLIANCE ·" Form 1 (NR-8/81) Project Designer: Y'8'/1L.,T co~ Pr O j 0 Ct Tit I 0: __ \L_O_L-L-_________ _ Documented by: ___,,_C,"'--"-v¥:..,...%-;;;a_ ___ _ Date: I z/,,3{54- Project Address: CJ\Q..~s(1~~~ Checked by: _______ _ ( Ot f:~\·\~,b'E Date: _____ _ Permit Application Number: ____ _ This form provides space to Insert summary data on th• building •nvelop•. Form 1 /:1 u.s•d In conjunction with Form 2 and Form 3 worksh•et3 to provide th• nece.ssary Information on building heating (U•Va/ue) and cooling (OTTV) dtulgn criteria compliance. ' SITE D·ESCRIPTJ0N (from Building Location Data) Locatlo·n Code Number 1 .. 151-- Latltu~e 2 •. ~':!>\ "2-. Degree Days--h•atlng. 3. 2..011... Solar Factor, S.F. 4. ) 2-C...\ ':f- Coollng !::).T, ASHRAE 5. (,p (dulgn temp. • 78PF)_ HEATING DESIGN CRITERION Standard Uow-1 a. '4-'Z..."'\ Uo r --1 1. ,\ \?) u . 12 \-z,..t\S of·-.... _ ... __ _ Maximum . Allowable 7 8l- Uoveran-13.=·='-== .Proposed Uow·-1-4 •• 4-1\-fo Uor--15. • )\) Uot--16. ,O½: Proposed Uoverall ·-· 1 7 •· • z.65 Lin• 17 must not •xc••d Line 1 :l Note: Maximum Allowbl• U0 .,erall and Proposed Uovera/1 ars calculated on Pag• 4 of Form 2. Not•: For heated only buildings, Uor Is calculated for the proposed building from Form 2 (Heated Only Sul/ding} using th• value from Line 38 for th• ar•a of skyl/ght.s and th• "fa/ue from Lino 3 7 tor th• overall roof ar•11. BUILDING DESCRIPTION (from p1ana) Occupancy Type Code Number e. (from Occupant Ratings for OS'\- Buildings and Rooms) o( 5CoS . 2 7. Gross Condltfone~ Floor Area. ft Number of Floors a. z_ Average Gro:s:s Conditioned Area \6j3-z_lS per Floor, tt,2 Ba. Average Wall Height·per Floor,ft. (facing condltion•d space) 9. 5,S C0OLJNG DESIGN CRITERI.0N_ Standard OTTVw···-18. o\,(q OT.TV · 19 '4-\(o7 Proposed OTTVw,-21.2..\,l0. r· r·--. OTTV r-22. (p,~S Standard I q Co/ Proposed \~ 5, OTTV. ___ .. 20. I~ OTTV .. __ 23. • Lin• 2 3 mu:U not exceed Line 20 Note: Standard OTTV and Proposed OTTV are calculated on Page 4 of Form 2. Note: For heated and cooled buildlng3, OTTVr Is calculated for th• proposed bul/dlng from Form 2 (Heated and Cooled S·ul/dlng) U3ing the value from Lino 25 for th• area of skylights and th• value from Lin• 27 for the overall roof aroa. Tho 5 porct1nt exemption do~s not apply to any c ool•d buildings. MATERIALS DATA FORM Form 2 BUILDING ENVELOPE COMPLIANCE (NR-8/81) Project Tltle: 'C.o, . ..-\ ... Date:~'b/85 r HEATING DESIGN CRITERI_ON COOLING DESIGN CRITERION "'I Wali Surface Winter MCF Total Wall Surface Summer TOeq Total . Typo Aroa. u.2 U-Value Btu/hr-:-°F Typo Area. fl 2 U-Valuo Btu/hr· Typo 1 401-=r X • Q"=f "f X I G,:::, s:i z_U, Typo 1 4$1 =1-x , D-=t-5 x 'Z-3 • t;:AO~ Typo 2 ,55't5x , 04 ";f-X \,0 a: -4-0~ Typo 2 e~=,-s X ' <:A ":f-X 44-• l =t==f-33 Type 3 \Z..00 X ,0,-T X },0 a qz.,4 Type 3 l"2..oO x 'D ':t-:+ X 44 • --4-Q<oS Type -4 X X "" Type -4 >C X D Typo 6 X )C a Type 5 X JC • To1ai Awali 1. 14-2--iz., Total 2. 1:~\ Tp_tal ~wall 10• \ 4-2-C\ -z._ Total 11. z...l\C\oo Door Surface · Winter MCF Totai Door Surface Summer TDaq Total Typo Area.· fl 2-U-Value Btu/hr-°F Typo Area. u2 U-Value Blu/hr Type 1 Ji X :, Typo 1 )C )C -Type 2 X ·x Jal . Type 2 X X la 'Typo 3 X X "" Type 3 X X • Total Totai ·:4. . T.otal Adoor 3 • ,.door· 12• Total 13. Glazing Surface Winter Totai Glazlng Surface SF SC Summer AT Total Typo Area; ft 2 U-Valuo Btu/hr-PF Type Aroa, 1t2 U-Value Btu/ hr ~-1 Type 1 2-r6 3, . X l •.\ 3 • "'3.(4-S Type 1 2-=tB~ ·x[(.2.Q.x'<oS )+( \, \\ X .k_ )]= . :rz. u,~ f&;,_ Typo· 2 51-=f-3 -x~= '(o5Z:..'!> iype 2 ~1-~ 'f ("'-' ... X ,o,S)+( \,\\ X ~ )]=• 4988=r4 Typo a· Z-lloO ·x • 't 11a 1os.5 Type 3 ZHoD x ( rzi:~x2.L )+( ., 5B x.1z.. )]= ~1~-Z..l,,6~ Totel IO"flb Totai LO :f--2/4, !0101 H. I Dr Ho =tl4:L'.}3' A 6. ·e. Total 16. window window Total. 7. 2,scoB u2 Totai 114 4=t-Total 16. zsooe tt2 · Total ":t4-4Cfl3 Aow HeaUng 6. Aow cooling 11. , . I/no 1-t3+6 ·11no 2~4¼6 lino 10H2+14 lino 1H13+16 UOW A \ \ 4-4-":r zsooe 9. -4-sr OTTV -= 144-o,t 3 Z..Soo8 18. -z...C\,i::S ~ 11::1 -i-SI .. . w JJ110 8 111101 Btu/hr-tt2....°F llno. 17 Jim, 16 Blu/hr-fl2 MA TE RIALS DAT A FORM Form ·2 BUILDING ENVELOPE COMPLIANCE (NR-8/81) Project Title: k'o LL Date: lz/~/c)4- HEATING DESIGN C.RITERIOH COOLING DESIGN CRITERION Wall Surfiico Winter MCF Total Wall Surface Bummer TOeq Total . Type, Aro11, ft.2 U-Valu• Btu/hr-:-°F Typo Area. ft 2 U-Valuo Btu/hr· Typo 1 52.4:6 X 10tB X .<oS Q z <.o"f-Typo 1 ~ZJ.oo X ,0,-:J-X 23> • r1 fso Typo· 2 9105,S x , 0~) r X \. () ;:: f,57 Typo 2 9 tut) Is X t (:)C:, 1-X g4 • Z-4350 Type 3 12..co .It .Ol_':f.. X (.0 "' '.JZ·,2 Typo 3 ! 7 ty.) X .,o-:;--::;-x 4-4-• _Ao<oS.lo 'Type,. X X ... Type 4 )( X Jal Typo 6 X X ,. Type 6 X .It • To tai I Coll-Co,S Total 9,2.s Tp_tal 10. 1b13::Co+S Total 11. 1r-l4-h Aw,di .l. ! I 2. Awall Door Surface Wint or MCF Totai Door Surface Summer TDeq Total Typo Aro a: ft 2-U-Value Blu/hr-°F Typo Area, tt 2 U-Valu• Btu/hr Type 1 x X '"' Typo 1 X ·x "" Type 2· X X :& Type 2 X X "" 'Typo· 3 X X = Type 3 X X • Toted rf y-1 . T.otal ti. ¢ A · 3 Totai -~. ,..door 12• Total 13. door • 1 I Glazing· Suda co· V{lntor Totai Glazing Surface SF SC Summor AT Tot11I Typo Araa; ft 2 U-VaJuo Btulhr-°F Type Area. tt 2 U-Value Btu/ hr Type· 1 Z.."t8"?;;. X ),.\~ :,r. 6\ .t\-:) Type 1 1...]B~ ·x[(.1(2.x ,{:i~ )+( h \· x.h. )} 1-s11Co Typo 2 0;;>~1 .)( l '1 ~ .. 7/(QO 'rypo 2 <o 32'+ t .!llrl'x ifu1 ) +( I, I x Jz.. )} S 3: Ph~4 Typo a· IS~ lo ·x • 4--9 a rBL Type 3 1 S°I 6 x ('22·~~8. )+( ~53: x_k )]=> I I 31 fcA \ 4- Total Total ... A 6; (Q:1-If.a---. Totai ·6. \\ OB1-A 1 -' • l 0"}-1 (o Total 16. ±0143:-4. ·: window window Total. 7 • ..1(cB9Z.,S u2 Totai I ZCfJO-· Total 16• ZG,8ic ,S 11 2-Total ~ 5ZZ.O Aow Healing a. Aow Codllng_17. - /Ina 1-t3+5 JlnB 2~4¾-6 /Ina 10¾-12+14 llne 11t13+15 Uow"" 1zmo:-2.1.oBcrz, s 9. .f¼ ~TTVw-= 855ZzP 2G,'o1?. I s la 18. a ,9 · . .,_ ... + .. lino 8 J/1101 B tu/hr-112...°F lino 11 lino 16 Btu/hr-fl2 MATERIALS DATA FORM (Healed and Cooled Bulldlng) Project Title: _________ _ r ' HEATING DESIGN CRITERION Roof Surfac\ Winter Typo Aroa. fl U-Value Typo 1 z.O&\=t-JC .o~C\ Typo 2 X Typo 3 X Type 4 X Total ,. 10. zo~4t 0Pll$1Ue roof ~kyllghl Surface Winter 'Type Area; ,a_2 U-Vah.10 \\ (o 't,.. X I \ \.!> .. --• -Type 1 Type 2 Typo 3 Totul ______ x ______ • ______ x ______ • A 21. 1 l<o-Z... skylight Tolai Aor Uor- 2a. z \ &:f\ u2 /Ina 19-12 t 2-!0'=> Jlno24 z.,soi . .., Una 23 Tolal Blu/hr-°F , =?-Cf'; (_;::Jr Totai . 20. 79 3 Total Btu/hr-°F ~3 Total 22. l '&t~ Total Heating 24. ·zt<:::l..o line 20¼22 25 •.• Q'j8 Btu/hr-ft~ '(., Page 2 of Form 2 Date: _____ _ Roof Type Type 1 Type 2 Type 3 Type 4 COOLING DESIGN CRITERION Surface Area; ft 2 Summer Ac U-Value Mc 2031\-=t xilx .'0.3B X~ic_b.2_.,. ____ xilx ____ x_x_. ____ x.fix ____ x_x_a ____ x,!.lx ____ x_x_. Total Btu/hr· z:...S044 Total zoo4l-A 26. QpBQUe ===~ roof Total j27. 2..-So 44, Skylight Surface Type Area;· tt"2 I lc'o-Z... SC Summer aT .U-Value Totai Blu/hr ·x [(t.1!; x·~)+( h\ \ x -'2._~=-<=\ l, }:<=\ S " Type 1 Type 2 Type 3 Total ___ x [(!..!!x_)+C. ___ x_~:r ___ ·x·[(1_1Bx_)+( x_~=------ >. 2~. I \CoZ-ekyllgh1 Totai ~8. <\Co':{-<=\:::> Total 3(). Z..\S09 ft~). Total )·e <\ Aor C~ollng 31. \ Z.. '.3 lino 26-lZB line 27+29 OTTV ~ \ '2..:.\ t)~, , .:. .Z, \20C\ ... 32 •. 5 I £a.Cc r line 31 • lino 30 Blu/hr-tt2 ~ z :0 I Q) ' Q) .,,---.. MATERIALS DATA FORM (Heated and Cooled Bulldlng) Pro J e ct Tit I e :_-k+.=!_....,::...:O=--=L=l =------ HEATING DESIGN CRITERION Roof Type Sur lac\ Winier Area. fl 11ff"' U-Value Type 1 Type 2 z.oo+'t-x. , o s5 • ----·----· "Type 3 ----"----• Type .C ____ x ____ • Total -::....J.'::r... /< 1 9. _Z!=O=='--"Tl===:::a OPllRUO -root ~kyllght Surface Wint., "Type Ana~ fl.2c;, U-Value t4''" Type 1 I 1 (eZ,., x \, \-> • Type 2 ----•----• Type 3· ____ •----• Totul \kyllgh~1• \ \ Co'L- Totai t:'...-7'Q A0 r 23. Z\ WI ,a2 Ono 19-f2 I Uor • ·2-43~ /lne24 -f-'2-\ SD41 Jin• 23 ·- Total Blu/hr-°F '11\<:l-. To-tal lb 1z, Blu/hr-°F , lt>I~ Total 22. / 31-':> I Total .A;~ '7 Hoa ling 2-t. ~I =2--=~=.,/=t;,..,,-= · line 20122 25., o }.\. Btu/hr-fl~ ..---... .....--.. Page 2 of Form~-2 · Date: tcl}:;J t:A-- Roof "Type Type 1 COOLING DESIGN CRITERION Surface Area~ ft 2 Summer Ac U-Value Mc ZO';;A:~ xilx ,"os4 x ,'t<\ )C12.__ .. Type 2 ____ id.J.x ____ x_x_. Type 3 ____ xilx ____ x __ x_. Typo .C ____ xilx ____ x_x_. Totai Btu/hr· 36555 Tola I A 26. Z..OsA:-=i-<Jpague Tolal j27.3SSBS roof Skyllght Surface SC Type Aroe;· tt"2 Summer 6T .U-Vafue Totai Blu/hr Type 1 Ty,pe 2 'Type 3 \ \ ta, z__ X [<i1 a: )'1 (o't )+( \ \ \. l( ~-_)~2 IO cz.eo --->< ((U!x_)+( ___ ic_)2 ______ _ ___ ·x·[(U!!x_)+C x_ ""------- Tot•f 1 . (Ory,~ >, 26. \\ 'O L Total ~8. a::c:::::==c;-;w=25::::= akyUght Total 2 A 0r 3(). , Z..\SO1, 0 · Toi al ::Z....Q Cooling 31. f "31 ~'=-8 line 26i28 llne 27+29 OTTVrl!" t"31l:Xo'B, + -?-\SQJ .. IJne 3 I line 30 32. 0, 4= Blu/hr-fl2 ....... z :n ' U> ---0:, -._. MATERIALS DATA FQRM (Hoated Only Building) ProJoct Title: _________ _ HEATING DESIGN CRITERION Note: Skylight areas up to 5 percent of the r,roa:s ce//l~r, or roof area ar• exempt from tho U0 , calcu/atlon lot heated o·niy. bul/dlng•. Roof Surface Winter Type Area, tt2 U-:-Vah,.111 Type· 1 X • Type 2 )C • Type 3 X ,. Total A 33. opaque roof Winter Skylight Surface Type Aroa. rtf U-Value Type 1 X "' Type· 2 X • Totnl A. 36. akyllght Total ft2 Aor 37 .• line 33t35 Skylight Exempt-ft2 Ion 38. Jina 35 x .05 A 3!). fl2 X skylight Jina 36 adjusted line 35-38. Of_ Zf/lrO, wh/chevfllt Is r,roaler. Total A 41. u2 opaque Uno 33439 roof adjuoteci -i- Tolal" Dlu/hr-°F Total 34.======i Total Btu/hr..PF Total 36. Total Blu/hr_:°F "'"40. lino 37 Total Heating 42. Jina 34440 Uor = -i-____ ...:._ __ := lino 42 line 4 t ------ Page 3 of Form i Date: _____ _ 43. ========== Blu/hr-ll~F ..... z :0 I O> ...... ex, -,,__, MATERIALS DATA FORM Pro Jo ct Title: --'\Co=~=-~;::.._ _____ _ r HEATING DESIGN CRITERION Floor Surface · ·winier Total Type 2 U-Valut Dlu/hr-°F Area. fl . Type 1 -z..z.35 X I 044-la C\B Type 2 X -. Type 3 X ICI Type .J X - Total . z:z .. "31:> u2 Totai '1B Alloor4-4-Heatlng-46. ~8 z...z_.35 ,0'\4 uo, = = • line 46 Uae 44 Btu/hr-ll~°F ' , s,~""-:t:>N...~ -. \Jo-::: U~P...~ +-Oiz.A~e. + UFA'fl:' . --. .tf A =-l, 4z'!i~ooe'\ ~ ~ \\~L.Z..\SO~+-C.1l4s'X.2.:i .. ~) -'----4e,-:J--S<;. z...s~e. + z\Sd\+-2.:2 .. :?:.6 -.z_B) - 01TV = OTT\/ kl~ -1r 0--r:T:'-lf._.~'P---~------·~-Aw -r-p,...e_ -;: &, \.~~-~~..::": 0-,~~':)lz.\.~~~ · ..... -----· -z.,S.oOf:.> +-"Z..-\.SDC\ -l 9 0 \ - ' ' , -p'-eo'y't:)':$. £-J:> Uo= .. \ \ L\-t\,-=J-+ Z. I 06+ C, 8 _ __, Z.SOOt:>-\-c..\S:.O'\ + 2.2.35 OTT\/-:: . :=r·+1:.?tJ 3 .,.. I 4 :~· EJ:?1 Z.$a:?6+-Z ISO«\ ~ ' ' .J '- - - - - Pago 4 of Form 2 Data: Z/i / e,s • ...,, • ·z...:=t--9 .L e,t Ip ~ ,..... z ::0 ' CJ) .... CJ) ..... MATERIALS DATA FORM Page 4 of Form "2 Pro Jo c t TI ti a: V. () '-=\--o a t a : l -z_l o/ 54- r HEATING DESIGN CRITERION "'\ \... / Floor Surface · 'Winier Type Aru, ft ~ U-Value Type 1 2~11'$. ,.04-f: • Type 2 Type 3 Type ,4 _____ x _____ • _____ x _____ ~ ____ x ____ ,.. Total . Afloor"'"· 2Z!,8,T5n2 uo, ... .. 'Jc}o S. + "223~,"=t-S .,. Nn• 46 line 44 fi.orb$i?: Totaf Dlu/hr-°F 9-B,6. Total C:; B 7 Heating ,45. l o .,.o4+ Blu/hr-fl~°F I, ::. A J'I vu ~ -v·14 :\:: ~~ U~AE UF A. W. -t-~ +--A·r:: ,) ....._ '-(!-~~<\ Z.., ~~440.)+_{~,~0<\)l ·_~') ~~~-;:t~.~~-. g)t,el1/:) ' ··-....... . c------~-.. ·;~-~---·-., '...._ _,.. • ~o;_; i .... -....... ··---" .... -· -· _ __.,, ~~ lJ v = {:_z. Cob't"2. sX, ~~'I) -, .. \p ~o'\'{_. \ \~ -~o ~ 40, z..S ------- -\{:Z:"'235:=ts.){., ~ -= o-z.Bi"" -~Po.:.g;p o1T\/::: oTW~ ~~ ;-o\\Ve-Ae.... A. V\. -\·· P...{l.... = ~~z,-S)(t.C\fl) t-(z.1s0\'i~,4) 450sD\,S ~----L'1"? ·- ALL-C~~ 00'-l = ~<o8<\c,~J(3\,~ _~lz..\ s~_~)L 4\Co3) · tB4o\,<;. . -19-~ l? ~ z ~ I m ' m ~ \... J ~ J~ , PROPOSED CONSTRUCTION ASSEMBLY BUILDING ENVELOPE COMPLIANCE Form 3 (NR-8/81) Check on• and writ• In construction assembly number below (e.g. Wa/1•1, Roof·2, etc.) 0 Wall-_ Ci?J Roof-~ 0 Floor-_ Sketch of Construction Assembly Framing type: '6.WJ::>{b %) If wood complete the following and ad/ust construction assembly for framing: Size:....k:._• X A_• Spacing: Z4 • O.C. Indicate area, weight of construction assembly, and appropriate factors below: Wall: Area ____ ft2 Weight ___ lb/ft2 MCF TDeq Roof: Area 2. \ 50'\ ft 2 Weight t!> fb/ft2 Mc J.&Q.. · Ac ~ Floor: Area ____ ft 2 (raised only) List of Construction Components 1 • li,v\1.-,-\JP 12CQF"I t-.l.q I/; II "'f'L,.'(~ 2. z_, 3. 2. ~ t!\-,;..Tl)l::) 4. ~-:r~~ 5. 6. 7. a. Outside Surface Air Film Inside Surface ·Air Film , Total Thermal Resistance U-Value (1/RT) I 2..S Coo/Ing -& C g (RT) Cooling .o~e Cooling R-Value o.--s; o(o~ 4,"!:,$ zO,O I\ 1- Heating .~) Heating Heating 4GJ~,_; Heating Note:, Total Rr and U•Value must be ad/usted for the effect of framing when appropriate. H-:6411~{-:f · u;;~~q 4-J33 t-,{QZ--t Jot~~+, 1-=t.~,<c\) + >AOk/((~-, lo-z 4.A~S +-~+~+-1 t T+, (o\) ":" 1.:0.::., 'iZ.T::. F-? .~ Co0t..1t-l<=1 Vr' ~-0'14-/(,~h<oZ.+70-t $\--3"'-t)~ ,2..S+/1~ +- • Ofi IL, 3'!:i + , 1.o z ~ 4a:, ;:.J1,:o-:f' }¥~-+ , -z s 1 , 12. ') =-, ,..o"&~ (l,=. . '~($.,~ ,'PROPOSED CONSTRUCTION ASSEMBLY BUILDING ENVELOPE COMPLIANCE Form 3 (NR-8/81) Check on• and writ• In construction assembly number below (e.g. Wall· 1, Roof-2, etc.) 0 Wall-_ t?J Roof-~ 0 Floor-_ Sketch of Construction Assembly Framing type: k,\cp'J::;){b %) If wood complete the following an.d ad/ust construction assembly for framing: Size:_£;_· X .A:_• Spacing: Z4-• O.C. Indicate area, weight of construction assembly, and appropriate factors betow: Wall: Area ____ ft2 Weight ___ lb/ft2 MCF TDeq Roof: Area 'Z. \ '50'\ ft 2 Weight 13 lb/ft2 Mc J.&Q_ · Ac ~ Floor: Area ____ ft 2 (raised only) List of Constructlo·n Components 1 . lS<.J1 t.. "i" 0 p 1ZCDFI ~ E:t 2. '/z,,'' 'PL--'(\..lCClb 3. Z )(.. ~ ~T\)l:> 4. ~-I~ r~~ s. 6. -7. 8. Outside \ Surface Air Film Inside Surface ·Air Film - Total Thermal Resistance U-Value ( 1 /Rr) I 2..5 Coo/Ing £ Coo ng (RT) -lf.3-It, Cooling ~05+ Cooling R-Value I\ 1- Heating I 0) Heating l6ol Heating ,Of;;§ Heating Note:. Total RT and U•Va/ue must be ad/usted for the efftJct of framing wt,en appropriate. ~+eA1t~C:I u,-;: 64 4-j 33 t-\ IQ Z,f }'ft$~+ I l":f, 1" I~\) + "Ob._/( ,:%t-,(o-z +4~S +-~+~~ 1 I rt-,<al) -= .o5.5 'iZ.,-:::. I B~ ·l CoOL1}-l(:i Ur-: .q4-/(.~·h<ol+lq +~),6+-,z_S+,'1~-\- ,di /(_,3~+,1.oz~ 4.:6v~l>-~-h-z.S1 ,iZ.') ~.o.os+ fl I -=-I "S C, Co ,:,P~O POSED CONSTRUCTION ASSEMBLY BUILDING ENVELOPE COMPLIANCE Check on• and writ• In construction assembly number below {e.g. Wall· 1, Roof-2, etc.) 182 Wall-_J__ D Roof-_ D Floor-__;__ Form 3 (NR-8/81) List o.f Construction Components 1 • b II (: 0 NC..e£TE,.. R-Valua r Sketch of Construction Assembly Framing type: r'.\tiP.L-- /f wood comp/eta the following and ad/ust construction assembly for framing: Size:_· X • Spacing: ____ • O.C. Indicate area, weight of construct/on assembly, and appropriate factors below: Wall: Area 5 z(o'o ft 2 Weight 1\0 lb/ft2 MCF , <o5 TDeq Z3 Roof: Area ____ ft 2 Weight ___ lb/ft2 Mc Ac Floor: Area {raised only) ____ ft 2 2. :C-~S0\...~ '1'"\o ~ 3. 5/6 lt 6. '('p. e.o ~ 4. s. 6. 7. 8. Outside Surface Air Film ,z,S \ \-={- Coo/Ing Heating Inside Surface Air Film t08 .<oB Cooling Heating -- Total Thermal Resistance (RT) ,-z.trt ,-z\€)\ Coo/Ing He·atlng U-Value ( 1 /RT) iOtr ,01-8 Coo/Ing Heating Note:. Total R7 and U-Value must be ad/usted for the effect of framing when appropriate. ;·.PROPOSED CONSTRUCTION ASSEMBLY BUILDING ENVELOPE COMPLIAN9E Form 3 (NR-8/81) Check on• and writ• In construction assembly number below ( e.g. Wall· 1, Roof·2, etc.) ~ Wall-...1:::_ 0 Roof-_ 0 Floor-_ Sketch of Construction Assembly Framing type:_;_ ..... -___ _ If wood complete the fol/owing and ad/ust construction assembly for framing: Size: __ ;.: X _..:1.,._• Spacing: ____ • O.C. Indicate area, weight of construction assembly, and appropriate factors be1ow: Wall: Area r5Z..O ft2 Weight J(o lb/ft2 MCF !iO TDeq 4f\:: Root: Area ____ ft2 Weight ___ lb/ft2 Mc Ac Floor: Area (raised only) ____ ft 2 List of Construction Components 1 . .:;..P~ 2. ,t:' N. 7f)LAT10 ~ 3. 5/B"G\~M l:.~ 4. 5. 6. 7. 8. Outside Surface Air Film Inside Surface Air Film Total Thermal Resistance (Rr) U-Value ( 1 /Rr) 12.S Cooling ,lo8 Cooling -z,, 4-. Cooling _,DA]: Cooling A-Value I-+ H-ea ting loB Hoa ting 7~),7:, · Heating t-04==1- Heating Note:. Total Rr and U•Value must be ad/usted for the eff,,ct (; of framing when appropriate. ~~;:. , 'OB 4 \ q + \ S (o t , 1...S ·h ~ B -=: Z-\ 3-=j- Ur-,o~ \4-1:°;)<r -R:-y-::: ,BB r· \~+-\Sh +il""-t-t-,65 --L\,3- : . .PROPOSED CONSTRUCTION ASSEMBLY · BUILDING ENVELOPE COMPLIANCE Check on• and writ• In construction assembly number below (e.g. Wall· 1, Roof·2, etc.) ~ Wall-.2_ 0 Roof-_ D Floor-_ Form 3 (NR-8/81) List of Construction Components A-Value Sketch of Construction Aaaembly Framing type: 5U£1-- lf wood complete the fo_llowlng and adfust construction assembly for framing: Size:_b_· X 4-• Spacing: lb • O.C. Indicate area, weight of construction assembly, and appropriate factors betow: Wall: Area q(d) ft2 Weight /? lb/ft2 MCF -1£__ TDeq ..:f:±_ Roof: Area ft 2 Weight lb/ft2 Mc Ac Floor: Area ft 2 (raised only) r::..J ,, 1, Vf8 6~P50_H ~ 2 • J: ~W \...Ps; \°.\C>N 3. 6/8 11 &Y~1J~ ~ 4. z}~ 4r" 'fr 11P 5. 6. 7. 8. Outside Surface Air Film Inside Surface Air Film Total Thermal Resistance (Rr) U-Value ( 1 /Rr) ,Z..5 C90/lng l~B Cooling -/7,D,5 Coo/Ing .01-r:. Coo/Ing Q•Sb / I ,0 0.5b - . I"?- Heating ,08 Heating IZ'-'i.1- Heating ,O'r':l Heating Note:. Total Rr and U-Value must be ad/usted for the eff'1ct of framing when appropriate. PROPOSED CONSTRUCTION ASSEMBLY BUILDING ENVELOPE COMPLIANCE Check on• and writ• In construction s:uambly number below (e.g. Wall· 1, Roof-2, etc.) 0 Wall-_ 0 Roof-_ &J Floor-:J_ Form 3 (NR-8/81) List of Construction Components R-Value Sketch of Construction Assembly Framing type: :en: M£'03C- lf wood complete the following and ad/ust construction assembly for framing: Size:/--· X / • Spacing: / 0 0o.c. Indicate area, weight of construction assembly, and appropriate factors be/ow: Wall: Area Weight MCF TDeq Roof: Area Weight Mc Ac Floor: Area (raised only} ____ ft2 ___ lb/ft2 I. ____ ft 2 ---lb/ft2 ----ft 2 1 . I \/ 2-'' L, 4 ,_ co t--\C.(ErE.. 2. Yz'' ·b'J'P-SVH ~]). 3. TIJ8Jt..A7 \ON 4. ·~1'2 SPP<.1:,,, s. Vz} -rt.Y W.co J) 6. 7. 8. Outside Surface Air Film Inside Surface Air F.ilm Total Thermal Resistance (-RT) U-Value (1/RT) • tt. l Cooling !~5 Cooling zz.o;· Coo/Ing .o44 Coo/Ing ,(p'?;f5 D§ LitO -.93 ~ (oz._ 1 vi Heating 11 :t Heating Z.l.\+) Heating ~045 Heating Note:. Total RT and U-Value must be ad/usted for the effect of framing wh,in appropriate. ( ( ,· POCUMENTATIOl\l FORM Form 4 HVAC SYSTEMS COMPLIANCE (Complete for each system) (Rev. 1 5/78) Project Title Ko L..l-Documented by L \4<-.. Location C.t½Z,.L-S.1::.t--");;:> Date Project Designer °fJ;:,Af,.T\ LD~ Checked by ____ _ Date ____ _ DESIGN CONDITIONS Building occupancy type (Table 1 of Appendix I) ... ·. . . . . 064 Project Latitude (Table 2 of Appendix I) .............. _,_3......._5.,.___ Heating Degree Days (Table 2 of Appendix I) ........... __._\-'--gj._,,,fl._.,__ HEATING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, Winter ............... . Indoor Design Temperature ...................... . .. .,,.B OF "-J, (oP, OF Outdoor Air ................................ . 5100 CFM · Heat Loss From Outdoor Air ..................... . /b5,?~0 Btu/Hr. Temperature of adjacent unheated spaces ............. . -10. OF Transmission Heating Losses ..................... . Infiltration Air .............................. . Heat Loss From Infiltration ...................... . Ventilation Air .............................. . co.l\~08 Btu/Hr . . '12 CFM i$ Btu/Hr. CFM Heat Loss From Ventilation ..................... . if Btu/Hr. Outdoor Air for Special Processes .......•.......•... Heat Loss From Process Air ...................... . Other Heat Losses (describe) ..................•... @' CFM 7.¢, Btu/Hr. /t)_ Btu/Hr. 7 Total Heat Losses ............................ . (o(eft,848 Btu/Hr. COOLING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, summer, dry bulb. . . . . . . . . A3 °F Outdoor Design Temperature, summer, wet bulb. . . . . . . . . <o ~ °F Indoor Design Temperature, summer, dry bulb . . . . . . . . . . :/-°F Indoor Design Temperature, summer, wet bulb.·. . . . . . . . . cs~ °F Transmission Heat Gain ......................... $ Btu/Hr. Infiltration Air . . . . . . . • . . . . . . . • . . . . . . . . . . . . . . . CFM Heat Gain From Infiltration· . • . . . . . . . . . . . . . . . . . . . . Btu/Hr. Outdoor Air for Special Processes. . . . . . . . . . . . . . . . . . . CFM Heat Gain for Process Air ........................ --~~~ Btu/Hr. Solar Heat Gain Through Windows, etc ................ ~·~~I Btu/Hr. Heat Gain From Lights, Equipment, People, etc.. . . . . . . . .lo Btu/Hr. Heat Gain From Other Sources ........... ·. . . . . . . . . r/ Btu/Hr. Outdoor Air: Fixed Minimum Type System CFM Per Person (Not to Exceed Tabulated Minimum Ventilation Rates) .... . Heat Gain From Outdoor Air ............... . I' _T"\_S_-=-_ CF M/Person 3f3Z.5 Btu/Hr. ( ( COOLING LOAD DOCUMENTATION (Continued) System Utilizing Outside Air For Cooling CFM Per Person (Not to Exceed 33% of Tabulated Recommended Ventilation Rates) Heat Gain From Outdoor Air ............... . Page 2 of Form 4 __ ..,_¢' ___ CFM/Person of Btu/Hr. Total Cooling Load ........................... . I ~\4~ 95stu/Hr. TEMPERATURE CONTROL Attach manufacturer's data or other, give specification or drawing reference which shows in detail the following information: REFERENCE {page or sheet No.) • capability to sequence heating and cooling .•................................. µA • temperature control device set point limits .................................. . • temperature set point range between full heating and full cooling ................... . • setback and shutoff controls ... · ...........•............................. • capability to terminate heating at 70° F and cooling at 78° F ...................... . Indicate drawing or specification reference where the temperature control device requirements given below are documented. An automatic temperature control device shall be provided for: r-.J / A • each separate HV AC system . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ • each zone ........................................................ . SIMULTANEOUS HEATING AND COOLING The foll.owing requirements apply to the use of new energy and need not be complied with when recovered energy is used to control temperature. In each case, when resetting hot and cold deck temperatures, one representative zone may be chosen to represent no more than ten zones with similar heating or cooling requirements. Concurrent operation of independent heating and cooling systems serving common spaces must provide either or both of the controls given below. List reference specification page or drawing number where control requirements can be verified. REFERENCE • Sequential temperature control of heating and cooling systems .................... . • Automatic reset of heating temperature, to limit energy input only to that level to offset heat loss due to transmission and infiltration ....................... . Reheat systems -give reference specifications page or drawing number which will show compliance with the following when reheating 20% or more of the total air in the system. • When serving multiple zones, controls must automatically reset the cold air supply to the highest temperature level of the zone requiring the most cooling .......... . • Single zone reheat systems shall be controlled to sequence heating and cooling .......... . ( ' ' Page 3 of Form 4 Dual-duct or multizone systems -give reference specifications page or drawing number which will show compliance with the following: REFERENCE • Hot deck temperature -must be automatically reset to the lowest temperature necessary to satisfy the zone requiring the most heating ................. . j • Cold deck temperature -must be automatically reset to the highest temperature necessary to satisfy the zone requiring the most cooling ................. . J t-J/ t, ( Recooling systems -give reference specifications page or dr_awing number which shows compliance with the following if recooling 20% or more of the total air in the system. • Controls must automatically reset the temperature of heated supply air to the lowest temp_erature necessary to satisfy the zone requiring the most heating ................. . HVAC SYSTEM RESTRICTIONS & SPECIAL REQUIREMENTS Several HVAC System types have special requirements or restrictions. In this section, the type of system used in the design must be listed and any special restrictions given here referenced to show compliance. Supply references to proper specifi- cations page or drawing numbers. Type HVAC Systems Used -List type of system to be used here (include all systems for heating or cooling in the building) ( include reference for specifications for each system. Constant volume reheat system -when serving both interior and exterior zones -separate cooling coils are required if the exterior zone exceeds 20% of the total air quantity through the cooling coil. REFERENCE N./1-- ( ( Page 4 of Form 4 DUAL DUCT AND MULTIZONE SYSTEMS Constant volume duct or multizone systems which utilize new energy to simultaneously heat and cool air streams which are subsequently mixed for temperature control are prohibited for buildings larger than 20,000 square feet of conditioned space. If used, the air leakage for dampers utilized for the mixing of heating and cooling air shall be limited to a maximum leakage of 3% of the total air quantity handled by the dampers when operating at the maximum system pressure to which the dampers will be subjected. Manufacturer's label or nameplate shall state leakage rates. REFERENCE----,~~~)~7/.'---'-/_~ __ _ Economizer Cycle -For each cooling fan system, for other than dual-duct or multizone systems, which serve zones having total cooling capacity greater than 134,000 Btu/hr or more than 5,000 CFM must have an economizer cycle unless one of the exceptions allowed is claimed. J REFERENCE ___ ~tJ_,.,/i_,,..._', __ _ Electric Resistance Heating Systems -These systems shall not be used unless the total installed electric resistance heat does not exceed 10% (ten percent) of the annual heating energy requirement or a life cycle cost analysis, Form 8 (see Section 4.2 of this manual) shows an alternate system life cycle cost exceeds that of the electric resistance system. Give reference if less than 10% or include Form 8 if calculating life cycle cost. REFERENCE ___ f'-1 __ /_/.. ___ _ MECHANICAL AND GRAVITY VENTILATION Mechanical ventilation -Dampers which are automatically interlocked and closed on fan shutdown are required. I 'j I REFERENCE ___ t_,.,L_.t_{'_~ ___ _ Gravity Ventilators -Either automatic or readily accessible manually operated dampers must be provided for all openings to the outside with the exception of combustion air openings. REFERENCE __ ...,rJ-+d..~"------7 POWER CONSUMPTION IN FANS Constant volume system Total Supply Air Quantity ..................................•.......•.. Total Pressure of Supply Fan .......................................... . Total Supply Air Quantity Adjusted for Proc~ss Loads.· .... · ..................... . Total Gross Floor Area ..•..........................••..••..........•.. Net Fan Performance Index (FPI) ........................................ . Variable volume system Total Supply Air Quantity at Maximum Flow ................................ . Total Pressure of Supply Fan at Maximum Flow ............................. . Total Gross Floor Area ....•........................................... Fan Performanee Index at Maximum Flow (FPlm) ............................. . Variable Volume Adjustment Constant .................................... . Adjusted Fan Performance Index, FPla ................................... · · REFERENCE CFM Inches Water -----CFM Sq. Ft. Inches Water Sq. Ft. CFM ( ( Page 5 of Form 4 PIPING AND DUCT INSULATION AND DUCT CONSTRUCTION References to the piping insulation, duct insulation and duct construction requirements presented in Section 4.2 of the Ene_rgy Conservation Design Manual must be given below: REFERENCE---~f_-.)~/J-~---7 ' .... PRACTICON ASSOCIATES INC PRCJJECT: CONSULTING ENGINEERS PALO ALTO, CALIFORNIA D(-HE: ESD INC. HVAC r-:·1:::lJGf~r'.\M DEt-3 I !3NEI~ ~ BUILDING MASTER DATA DESIGN PARAMETERS: DESIGN MONTH f-~UGUST WINTEf~ !3LA!3S TYPES 1. F:OOF TYPE 1. J;JALL TYPE 1. Pr-H;:T .. TYPES 1. 0 .;; .. " ClUTDOCJR DRY BULB OUTDOOR INDOOR INDOOR WET BULB REL.HUM DRY BULB SUMMEI::: u FACT :L. 100 u FP1CT 0.053 LJ FACT 0 .. 085 0.057 0.078 0.044 u FACT 0. OEl~i 0.078 F.J:"$ 38 l;JINTER u FACT 1 .. 1 :50 ASHRAE ROClF NO 2 ASHRP1E GFWUF' G G C B A/C. T.D. 8 8 67 50% 78 0 50% 68 GL.SHD COEFF 0.690 SUSP CL.G YES HTG. T.D. 32 INT.SHD COEFF 0.000 ROOM CON~3T MED F'AGE 1 ~,::OLL 1 1 l / 6/ :l CJ81.j. T. srn:::BD HUMID CORRECTION DIFF' FACTOR 1.El:l -7 0. (l(l GLAS!:i HEIGHT 1.0 GLASS ~~IDTH LO > A KOLL1 11/6/1984 PAGE 2 BUILDING MASTER DATA (CONTINUED) INTERNAL LOAD DATA: 100.0% OF THE LIGHTING LOAD IS APPLIED TO THE CONDITIONED SPACE PEOPLE SENSIBLE LOAD MULTIPLIER -230 PEOPLE LATENT LOAD MULTIPLIER -190 GENERAL PROJECT INFORMATION: PROJECT FILE NAME: KOLL1 NUMBER OF UNIQUE ROOMS IN THIS PROJECT -1 PROJECT LOCATION: CARLSBAD DEGREES NORTH LATITUDE: 32 DEGREES LONGITUDE: 117 BAROMETRIC PRESSURE: 29.921 TIME ZONE: 8 DAYLIGHT SAVINGS TIME: NO MEAN DAILY TEMPERATURE RANGE: ROOM SENSIBLE SAFETY FACTOR= ROOM LATENT SAFETY FACTOR= ROOM HEATING SAFETY FACTOR= BUILDING OPENS AT 8 AM. BUILDING CLOSES AT 6 PM. BUILDING DEFAULT VALUES: 10 0 /. 0 % 0 /. BUILDING DEFAULT CEILING HEIGHT= 10 LIGHTING ADDED ON A SQUARE FOOTAGE BASIS OF 2.25 EQUIPMENT ADDED ON A SQUARE FOOTAGE BASIS OF 0.5 P~OPLE ADDED ON A SQUARE FOOTAGE BASIS OF 1 PERSON ZONE DEFAULT SYSTEM _DESCRIPTION~ WATTS PER SQ.FT. WATTS PER SQ.FT. PER 100 SQ.FT. SEASON SUMMER WINTER VENTILATION METHOD INFILTRATION 15.00 CFM PER PERSON 15.00 CFM PER PERSON PACKAGED EQUIPMENT WILL BE EMPLOYED 0.00 0.00 METHOD NONE NONE A 25 DEGREE LEAVING COIL-ROOM TEMPERATURE DIFFERENCE HAS BEEN SPECIFIED ALL DESIGN DATA TAKEN FROM THE 1981 ASHRAE HANDBOOK OF FUNDAMENTALS '** ibA~ERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC** PRACTICON ASSOCIATES INC PALO ALTO, CALIFORNIA KOLL1 11/6/1984 PAGE 3 ************** DETAILED PROJECT ROOM LOAD CALCULATIONS*************** LOAD UNIT LOAD TEMP. LOP1D SEN. U~T. HTG. HTG. DESCF~IF'. QU?\N FP1CT. DIFF. l"!Ut..T. HEAT Hf::{),T MULT. L.Or--1D ---·---·-----·-·----· -· ·-· ..... ·-----··--·-.. ---· ---· --· -.. ---------·--------· -··----------------· -····----·---- 1. i=mor1 1,10. 1 F='Et~I< TIME l.j PM AUGUE;T ~S1~·003 SF. ZONE 1 F:OOF 1 15<;?97 0.053 ~i::::: 2.809 44cn;6 1. ~':i90 254-3~.5 N. t.<JALL. 1 45El7 0.0El5 17 1. 44::3 662E.1 ::~. ~55(> :Ll.697 S. v-JALL 1 119:'i 0.085 ~~:o 2 .. 5~5() ~5047 2" ~)~)() ~5047 E. t.<JALL :1 2470 0. 0El5 :22 1.870 4619 2. 5~j() 629<r l-'J. W4LL 1 '.'5680 (1.085 60 5.100 1E":l768 2. 55() 9~:s4 N. t•.JALL. 4 1061 0.044 --~· ·-· o. 1 :32 140 1. 320 1401 N. GU4SS 1 2965 1. 100 26" r:i92 7B846 33.900 100514 E. GU~SS 1 ~::217 1. 1.00 46. 9l:J9 151162 3:3;. •rOO 10':;>056 S.GLASS 1 142:'i 1. 100 43. 6C/7 62269 :::::~;. '.?00 48308 v-J. GLASS :l ~\~~:2:3; 1. 100 9:3;_ 25~; 268331 3~:. 900 109260 BKYLI.GHT 1 1480 :L. 100 121.067 17c,17~7 3:'5. C.?()0 50172 PAFH .. 1 705 o. 08~.:.i 8 ~52 o. 6!30 I.J. 7<7 2 .. 72(> :t<?18 PART. 2 877 0.078 8 :'$2 0.624 547 2 . .'.j.C76 2189 LIGHTS 7 6::-iOt>. 7:.i 1 (l(l~~ '.3;. 410 260888 EQUIP. 17002 3.410 57975 () FLOOF: 1067 24. ~$00 25928 PEOPLE :).iti) 11 (>3 23(> 190 78207 64606 TOTAL 12:Lc,02:L 64606 504608 ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE PRACTICON ASSOCIATES INC KOLL1 11/6/1984 DEVELOPMENT INC***** PALO ALTO~ CALIFORNIA PPiGE 4 *********************** ROOM SUMMARY OF ZONE 1 ************************** SG!N {~BBRE1/. PEAi< TIME FLDOR ~3ENSIBLE HE{YTING VENT I NF.L EXH SUPPLY ci=~r,1 NO. 0Et3C:RIP r~il\lD MCll'JTH t-mEA L.DAD LOAD CFM CFM CFM CF1··1 /SF ____ .. ____ , __ ... ., .. -.. -··-· -·-· ·-··--·--··-.. -.... , .... _ --.... ·-·-----------·-· --------·-------- 1 F:CJCJl"I i--m 4 PM AUG :;:,400:::r. 1.21602:l 504608 5:L(>(l 0 (l ,14219 1. ~; _.,.,, .. __ .. ____ -----------·-··-----· ------------- FWOM PEAf< TOTALS 3Lf(l(l~3: 1216021 504608 5100 0 (l 44219 1 . :::: * MONTHLY AND HOURLY zo1,1E F::OOM SENSIBLE LOAD PF:OFJ:LE * --------------------------------------------------------------------------- * AUGUST NOT USED NOT USED NOT USED NOT USED NOT USED * * HOUF: F:OOM. SEN FWOM. ~3EN ROOM.SEN RCJCJM.SEN f~OOM. SEN F:OOM. SEN * --------------------------------------------------------------------------- 8 f~M 687120 0 (l (l (l 0 9 Ai''I 791945 0 0 0 0 0 10 P1M 878680 0 0 0 0 (I 11 AM 9,'.J.9838 (l 0 (l. 0 0 12 AM c790122 0 0 0 0 0 1 PM 1069006 0 0 0 0 0 2 PM 113:::;;392 (l (i (l 0 0 -:r -· pr,·1 119313131 (l () 0 0 0 4 PM 1216021 0 0 0 0 0 ,::• ~, PM 119775b (l 0 0 0 (l 6 PM 113871.f-0 0 0 0 0 0 _)o-• /**** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** PRACTICON ASSOCIATES INC PALO ALTO~ CALIFORNIA KOLL1 11/6/1984 PM3E 5 ******************* TOTAL LOAD SUMMARY OF ZONE 1 ************************ ZClNE 1 PEAKS IN AUGUST AT 4 PM OUTSIDE TEMP IS 8 .< ·-· INSIDE TEMP IS 78 WINTER VENT AIR LOAD WINTER INFIL AIR LOAD TOTAL ROOM HEATING LOAD TOTAL ZONE HEATING LOAD ..... --- -·· 165!, 240 0 ~304!, 60El __ .. __ , _____ .. _____ 669!, 84€3 E<TU/HF~ ~51.00 CFM) BTU/HF~ (J CFM> E<TU/1-m BTU/HR **** ALL COOLING LOADS BELOW WERE COMPUTED AT THE TOTAL ZONE PEAK TIME**** SUMMER. VENT !:lENSIBLE GAil'-1 -· 28!, 050 BTU/HF: ( 5100 CFM) EXHf'..)UST ?HF: SENSIBLE GAIN = 0 BTU/HR ( 0 CFM) SUMMEH INFL SEl\~!3 IBLE GAIN = (I BTU/HR ( 0 CF-"M) TOT?,L ROOM SENSIBLE GAil'-1 = 1,216,021 BTU/HR TCJTP,L Pl_Nl'·t !:>ENSIE<LE G?-1 IN -· 0 BTU/HF: BUILDING LOAD SEN SUBTOT?-)L -· 1,244,071 BTU/HR DRAvJ-THRU Fr-iN SEN Gl~ IN --0 BTU/HF: BLOl>J·-THRU F{~N SEN GAIN -0 BTU/H~~ MCL SUP.SIDE CCJIL GAIN --0 BTU/Hf;: MCL RET.SIDE COIL GAIN. = 0 BTU/HR SUPPLY DUCT HEAT GAIN -· 0 BTU/HR RETUf:;:N DUCT HEAT GAIN = (l BTU/HR AIF: HP1NDLING SUBTOTAL --0 BTU/HF: ---·--------· TOTP,L ZONE SENSIBLE GAIN --1, 244;, 071 BTU/HF: SUMMER VENT LATENT GAIN = 6~278 BTU/HI~ (. 5100 CFM) EXHAUST AIF: LATENT GAIN = (l BTU/HF< ( 0 CFM) SUMMER INFL LATENT GAIN == (l BTU/HR ( (l CFM) TOTAL ROOM LP1TENT GiC'-iIN --64!, 606 BTU/HF: -.. ~·-·-·------·- TCJTAL ZONE LP,TENT G?HN -70i, 8El4 BTU/HR TOTAL ZONE COOLING LOAD -1, :::::14, CJ5::'j BTU/HF< THIS ZONE OCCURS l TIMES IN THE BUILDING. PACl<AGE:.D EQUIPMENT SYSTEM USED ROOM.SEN+ SUP.DUCT+ DRAW-THRU.FAN + MISC.COIL RSHR -----------------------------------------------------------= 0.950 ROOM.SEN+ SUP.DUCT+ DRAW-THRU.FAN +MISC.COIL+ ROOM.LAT INTERNAL LOADS SUMMARYn 76506 WATTS OF LIGHTING, 17001 WATTS OF EQUIP, AND 340.0 PEOPLE TOTAL SUPPLY AIR CFM FOR THIS ZONE - TOTAL CONDITIONED AIR SPACE SUPPLY AIR CFM/SQ.FT. = 1.3004 TONNAGE PER SQ.FT -0.0032 TONNAGE REQUIRED FDR ZONE 1 WITH 44, 21-r CFM 34, oo:-.::; SQ. FT. OUTSIDE AIF: -- BASED ON 25.0 OT 10'-.?. ~58 TONS .... . ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE PRACTICON ASSOCIATES INC DEVELOPMENT INC***** PALO ALTO, CALIFORNIA PAGE 6 KDLLl 11/6/1984 *********************** TOTAL BUILDING LOAD SUMMARY ********************* BUILDING PEAKS IN AUGUST AT 4 PM THIS SUMMARY ACCOUNTS FOR ALL ACTIVE ROOMS IN THE PROJECT OUTSIDE AIR QUANTITY <CFM) % OF TOT SUP AIR SUMMER VENT AIR= SUMMER INFL AIR - PRE-COOLED AIR= TOTAL SUMMER AIR= WINTER VENT AIR - WINTER INFL AIR= PRE-HEATED AIR - TOTAL WINTER AIR= 5,100 0 0 5,100 5,100 0 0 5,100 11.534% 0.000% 0.000% 11.534% 11.534% 0.000% 0.000% 11.534% TOTAL ROOM HEATING LOAD.LESS INFIL TO ROOMS - TOTAL BUILDING HEATING LOAD = SENSIBLE BTU 28,050 0 0 28,050 165,240 0 0 165,240 504,608 669,848 LATENT BTU 6,278 0 0 * * MONTHLY AND HOURLY PROJECT ROOM SENSIBLE LOAD PROFILE * * HOUR 8 AM 9 AM 10 AM 11 AM 12 AM 1 PM 2 PM 3 PM 4 PM ~ w PM 6 PM AUGUST ROOM.SEN 687120 791945 878680 949838 990122 1069006 1133392 1193881 1216021 1197756 1138740 NOT USED ROOM.SEN 0 0 0 0 0 0 0 0 0 0 0 NOT USED ROOM.SEN 0 0 0 J 0 0 0 0 0 0 0 0 NOT USED ROOM.SEN 0 0 0 0 0 0 0 0 0 0 0 NOT USED ROOM.SEN 0 0 0 0 0 0 0 0 0 0 0 NOT USED* ROOM.SEN* 0 0 0 r J 0 0 0 0 0 0 0 ' ; . ..... {' ***** COMMERCIAL HVAC PRACTICON ASSOCIATES l<CJLL 1 LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** INC PALO ALTO, CALIFORNIA 11/6/1984 PAGE 7 ****************f****** TOTAL BUILDING LOAD SUMMARY ********************* BUILDING PEAKS IN AUGUST AT 4 PM L.o?m DES CR Ip LIGHTING EOUIPMENT PEOPLE C-2l.J{.)NT I TY UN I TE3 76, ~507 l>Jt-1TTEl 17,002 ~,JATTS FWOF W(-)l.L. GLAS~3 PP1RT:CT:CON INFL. AIR VENT P1IF: PRE ·-COOLED A IF\' DRAW-THRU FAN LOADS BLOW-THRU FAN LOADS MCL SUPPLY SIDE COIL MCL RETURN SIDE COIL SUPPLY DUCT LOADS RETURN DUCT LOADS 15, c7s>7 SG2. FT 12, <=7'?~$ SQ .. FT 12, ::no 1, 5132 0 :s, 100 0 LClP1DS LOADS SQ.FT SGl. FT CFM CFM GFM % OF BLD LOAD SENSIBLE BTU 19 .. 840% 260,888 4.409% 57,975 10.861% 78,207 3.417% 44,936 2.525% 33,202 56. 259'1/. o. 078;~ (l n 000;: 2 .. 61:1.;~ 0. 000~{. I),. (H)(l;~ o. 000'1/. 0.0001/. o. ooo;~ 0. 000~·: 0.000% 739,787 1,026 0 2!3:, O'.:'iO 0 0 0 0 0 0 0 TOTAL BUILDING SENSIBLE & LATENT LOADS 100. 000'.Y. 1,244,071 LhTENT BTU 0 64., 606 0 6,27B 0 70, 8!:34 TOTAL PROJECT-SUMMARY X OF BL.D LOAD SENSIBLE BTU LATENT BTU -TOTAL.. BUILDING OUTSIDE AIR VENT LOADS 2.6:LD: 2G, 050·· 6, 2713""" TOTAL BUILDING PRE-COOLED AIR CREDIT (),, 0()0% 0 0 TOTAL_ BUILDING OUTSIDE ?HF: INF'U_Df~D 0.00oz 0 0 TCJH-)L BUILDING F:OOM LOADS 97. :-.::;ss)Y., 1,216,021 64,606 TOTAL BUILDING PLENUM LOADEi 0. 000:,~ 0 TOTAL BUILDING AIF.: HANDLING UJP,D 0.000% 0 .,_ .......... ---· ----· ·-·--· ·-·-· --..... _ .. -· -_,. ..... .... ·-··----·---------- TOTP,L BUILDING !3ENSIBLE ,~ND TOTAL BUILDING COOLING LOAD TOTAL CONDITIONED AIR SPACE L.ATENT = TOTAL BUILDING SUPPLY AIR CFM - LOP1DS 1 oo. ooo;~ 1,314, c-;~55 BTU/HR ~3:4 !I 003 SQ. FT 44,219 CFM :L.3004 1,24-4,071 CFM/ElQ. FT SUPPLY AIR CFM/SQ.FT. OF CONDITIONED SPACE SQ.FT OF CONDITIONED AIR SPACE PER TON -310.3042 SQ.FT/TON TONNAGE PER SQ.FT OF CClNDITIONED AIR SPACE = TONNAGE REQUIRED WITH OUTSIDE AIR 0 .. 0032 TONS/SQ.FT 109.58 TONS 70, 1384 \ a·Ull..:OING ENVELOPE SUMMARY BUILD··ING ENVELOPE COMPLIANCE Form 1 (NR-8/81) Project Designer: PJ?li.<_'.'Tf CON Project Title: __ \L_O_U--_________ _ Project Address: C-f\Q..\..S.8>"~ Documented Checked by: c~ Date: '261: by: 1Y)1.. • ( OC,,E:~\-\ ~,"b~ Date: ,z-f-trl Permit Application Number: ___ _ This form provides space to ln$fUt summary data on th• building envelop•. Form 1 Ill U$•d In conjunct/on with Form 2 and Form 3 worksh•ets to provide th• nece:n;ary Information on b11ildlng heating (U•Valu•) and cooling (OTTV) de&lgn criteria compliance • . SITE DESCRIPTION (from Building Location Data) 151-Location Cod~ Number Latltu~e Degree Days·-heatlng. Solar Factor, S.F. Cooling AT, ASHRAE ( de&lgn temp. • 7 S~F) 1 .. 2 •. 3. 4. 5. 6~\"2.... 2.0C\'Z-- '"'-' ~ (p HEATING DESIGN CRITERION ·--Standard Uow--10. • 4-2..--" U0 r --11. I\\~ u01 ; __ 12. ,:Z,'6 Maximum ~~:::~~13.=·=-z.13=1=-= .Proposed Uow·-14 •• 4-¼ , Uor---15 • .\\\ U 18 ,0¥\-:. of·---• _...._. _ _.., Propo••d Uoveran -· 1 7 •· • -WO Lin• 17 must not exceed Line 13. Note: ltlaxlmum Al/owb/e Uovera/1 and Proposed Uovera/1 are calculated on .Page 4 of Form 2. Note: For h•ated only buildings, Uor Is calculated for the proposed /:Jul/ding from Form 2 (Heated Only Sui/ding) using th• value from l.ine 36 for the area of &kyl/ghts and the value from Line 3 7 for th• overall roof area. BUILDING DESCRIPTION (from plana} Occupancy Type Code Number 8. 0 o'i: (from Occupant Ratings for Buildings and Rooms) Gross Condltlone~ Floo'r Area, ft2 7. ot B<oS Number of Floors Average Gross Conditioned Area per Floor, tt.2 Average Wall Height·per Floor,ft. (facing conditioned space) a. Sa. \6'J3'Z-l ':, e. 5,S COOLJNG DESIGN CRITERION Standard OTTVw··--18. o\'-(Q OT.T'V · 19 • .:\,.\(o 7 r·-- Proposed OTTVw.-21. Z.I ?\(o 0TTV r-22. (pi~S Standard I q Cr;;/ PropoHd \ ~ 4--=f OTiV, ____ 20. I., OTTV .. -._ 23. :::::J ::::':::::::::= Line 23 must not exc••d Line 20 Note: For heated and cooled buildings, OTTVr I& calculated for the proposed building from Form 2 (Heated and Cooled Sul/ding) using the value from Line 25 for· th• area of skyllghts and the value from Line 27 for the overall roof area. The s percent &xemptlon doe& not apply to any c oo/ed buildings. I J I, ' ·. ' \s::>1 . I MATERIALS DATA FORM BUILDING ENVELOPE COMPLIANCE Pro Ject Tltle: _}<~O~L_L ____ _ Ji HEATING DESIGN CRITERION Wall . Typo Typo 1 Type 2 Type 3 Typo -4 Typo 6 Surface Wint or MCF Aroe. ft.2 U-Value ~ ,, . ·, 1 5248 IC ,Dt5 ,IC • CoS -l(~JQB,S x , o5r ,1-·,-\.G · IZ...00 x , o§S · x-L& ·"" :: a ____ ;_X _____ x _____ :ra -----·---~-·-----·· I;~~: .1. 1011-<o\S Total Blu/hr-°F 2...(Q_}_ 522 LQ_~ Door Surface Wint or Typo Area; It 2· U-Valuo Total 2. 9 7~k · Totai MCF. Blu/hr-°F Type 1 Type 2· "rypci 3 -----•-----X----~= _____ x _____ x _____ 3 -----X-----X-----= Total . _,.,( Adoor 3 • =:::Y=,,,=---~ Glaxlnri Surf~co Winter Typo A,r~a; ft 2 u.:vaJue Type 1 't-t8°?;;,. x 1,.1 °b ) • Typo· 2 G2:>;>± .x I\ I~, · :ra Typo a· '¾'15:}l.o ·x_,,~49 aa Total A 6. window (03: [(o Totai -~. Totai ·e. r/ Totai Btu/hr-PF e>l 4-:::> :f:/00 m_L \\ ao1- Total. .:ZG::B9Z..,S 112 A 7. ow Totai IZ.O')Q Heating e. =~~=\ line 1+3+6 llne.2-14H1 Uow"" I ZM1 w81c.,S +.---"" 8. • 440 line 8 ll11e1 B tu/hr-u,::_°F Form 2 (NR-8/81) Date: lz/-S/c:>4- COOLING DESIGN CRITERION Wall Surface Summer TOoq Total Typo Area, fl 2 U-Valuo Btu/hr· Type 1 5z.<oB x , o,-3:: x .23. • q,;30 Typo 2 91"{)6 Is X I c.,5J X 44 -2-4350 Typo 3 !70') X osr.-.... ! ·~ -x 44: .. 44-85 Type -4 X X "" Type 6 X J( • Tp_tal 10. lbl 3ia+S Total ~B\loS Awall 11. Door Surface Summer TDaq Total Type Area. rt 2 U-Value Btu/hr Type 1 X 'IC SIC Type 2 X X Type 3 X X • . T.otal 1 ~/ Adoor· 12• Total 13. __ . Glazing Surfaco SF SC Summer ll.T Total Type Area. tt2 Type 1 -Z..]B~ ·x[(..1fJ.x ,b~ )+( "rype 2 C, 3:s:f-x t ( mff x ifu1.) +( Type 3 l ~A 6 x (1Zl,~~JSS. )+( Total A I 14. l03H(o w ndow Total Aow 1a. ZG7.B'fZ. ,S u2· line t0+tZ+t4 U-Valuo Btu/ hr ) I ' x..b..)]= 1:s9:+Co r \ I X Jz.. )]=-s-=/-R~?:>4- ~S+ x~ )]:a I 131041 4- Total 1s. l{QJ4+4.·: Total Q,Q c:_ ,-1 Coollna.11. u-.. -....lo .. tl- llne t 1tt3+16 PTTVw ... ~ + z<.,'({f-Z \ s ... 18 •. Z.4 ,9(,o line 11 lino 'IB Blu/hr-tt2 ...--. --... .,,,-. . MATERIALS DATA FORM (Heated and Cooled Bulldlng) Pro Jee I Tit le:._K-1-,:1 .,...,:s.lO...:;..:L=L=------ Page 2 of Form 2 Date: lZ../b' t:,4- HEATING DESIGN CRITERION COOLING DESIGN CRITERION Roof Type Surfac\ Winter Area. fl r,iff• U-Valu1 Type 1 Type 2 z.oo+,-• , o $::) • -----·------ Type 3 ----•----• 'Type -4 ----•· • Total ~ "opaguu19• ... ZP====i root· '1kyllghl Surface Winier lype Aa;.e-a~ ft.~9,_~ U-Value Type 1 ~~ \,\> • Type 2 ,, / x ___ ..... Type 3 X • Tolal A 21. _J\(o"L-akyllght Tolai 23. -Z.\a?~ rt2 Aor nno 19f2 I uo, 1111 ""2-o, \ '2.-\ $0, lhre24 -f-Dn• 23 ·- Total Btu/hr-°F lQ.3:..8__ Roof Type Type 1 Surface Area~ rt 2 Summer Ac U-Value Mc zo:;A,:-:;.. xilx ,OS'Z.-X ,"t<\ xl&.- Type 2 ___ xilx ___ x_x_• Type 3 ___ xil•---•-•-• Type 4 ___ x.i.!x ___ x_x_~ Totai Btu/hr· 34-Z,-o Tolal ~ Aqpa(lula· zos;A.-Total rz7. °34-Z..i-O roor Skyllghl Surface SC Summer Type Area~· rt"2 .U-Vafue AT Totai Blu/hr Totai . 2o. l 0~ Total fb?z_, Blu/ha-°F ' lt;l~ Type 1 \ ~ (Q_ L-x [(!.!.! 1u b't )+( \ l \. x ~~:a IO l'Z,fu Type 2 ___ x [(U!x_)+(. ___ x_)J•------ 1"ype 3 ·x·((U!x_) +( x_~ .. ------- '2. '2. Total Total 22. / -..11-...;, A 28. J \ (o L ekyllght Total f.!8. ( 0"2,3{0 Total 7 q\ Total 3 Heating 24. Zv \ A 0, 30., Z..\~0~, O · Total Coollng 31. / 3c;,,5So llne 20t22 llne 2Bt2B llna 21+29 2s .. o \\\ orrv,'!" 13 <.o.SSo 1 4 .z.,\'.PQS .. 2 "'-llne 3 I lino 30 Blu/hr-fl--i- 32. Co,~s Blu/hr-112 ,...., z :0 I U> ...... co ~ ...... ,,-.._ MATERIALS DATA FORM (Heated Only Bulldlng) Project Title: KOLL HEATING DESIGN CRITERION N~: Skylight areaa up to 5 percent of the r,ro•* celllnr, _or ro •r• •re exempt from the U01 c•lculatlon for heated only bull u•. Roof Surface Winter Type Area, u2 U-:-Value Type 1 X • Type 2 . l( • Type 3 X • Total A 33. opa~ue roof II Total Skylight Surface Type Area. II~ Btu/hr-°F Type 1 a Typo· 2 X TGlal A. 36. ' / Total 36. akyllght Total ,.2 Aor 31. Une 33t-36 Skylight Exempt- Ion. 38. llnn. ., ,:. w 1\1: / '\ Total Blu/hr-~F '-A 3~. 'T akyllght line 36 adfuated line 3 or. ro, whl hetr•t Is realer. Total ,.2 Total A Heating 42. Une 33+39 ,-. Uor = line 4 t Page 3 of Form 2 Date: lz/~[84- -•~F .-. z ::0 I 0) ...... 0) ~ .,_, ,,......__ -- MATERIALS DATA FORM Page 4 of Form 2 ProJoct Tltle: KOLL Date: 1'---1 o/~ r HEATING DESIGN CRITERION '\ Floor Type Type 1 Type 2 Type 3 Surface · ·winter Area. fl ~ U-Value _ / 7/ ZZ2tB ,15. , o# • t, , _____ x _____ • _____ x _____ .,. Type 4 ----X Total ----• "uoor-44. ·2z~5,f5u2 UOf D 1 15 Is. • 2.23,~;ts a 'T Hn• 46 line 44 Totaf Dlu/hr-°F 16,5. Total Q. e- Hoatlng46. '\v ~~- ~044 Btu/hr-ft~°F \... ~ r J?toposg-1?.!. \Jo=-A'N \J~ f:....~ l) rlv+--A~ UF ~W. ;-~ +-A·F " '::: ~S'l ~ ~.441,,\_ ( Z\'i.O~ I\\)+(_ zu,8 ~-~ .so (ot\o I z.S ~----.,~., ···-· c-~ ·~ ~~~ l) c) -; {:z.-<of>'\L .sX, 1,-Z-'1) ~1 ~':''L· I~~ .\{_ =,s.'15)(,~ ~oee40,2..S -o-z.8{- -~Pos.£:p o1TV::::: o--rrv~ ~~ -tO-nYe...Ac... A~ -\·P....tL ~ lt:_~5'.Z.1~)(Z'1ff~ ~(_z_ \Sa\~~ ,?>S) 4-64'::>\,S .. . --, ~\~\4--=t-_) A-LLC~~ o-n'I = ~~iL,~JL3'_,~,~~~~~~~~~~Co3) , tB40h~ = \~,(Q\ •z :0 I CD ---r ______________________________________________ .,1 CO -.J ~I I ' . PROPOSED CONSTRUCTION ASSEMBLY BUILDING ENVELOP·E COMPLIANCE Check on• and write In construction assembly number below {e.g. Wall• 1, Roof·2, etc.) ~ Wall-_l__ D Roof-_ 0 Floor-_ Form ·3 (NR-8/81) List of Construction Components R-Value Sketch of Construction Assembly Framing type: )j€f.-:-... ~ If wood complete the following and adfust construction assembly for framing: Size:_• X • Spacing:. ____ • O.C. Indicate area, weight of construction assembly, and appropriate factors below: Wall: Area 5ZlP'o tt2 Weight 1\0 lb/ft2 MCF , <o5 TDeq Z-3 Roof: Area ____ tt 2 Weight ___ lb/ft2 Mc Ac Floor: Area {raised only) ____ tt 2 1. ~ 11 C,O NCUTE-- 2. :r:-~~\..,P...,'T\O ~ 3. 516''6\W.~~ 4. 5. 6. 7. 8. Outside Surface Air Film Inside Surface Air Film Total Thermal Resistance (Rr) U-Value ( 1 /Rr) ,z,S ' \ ";f- Cooling Heating ( <.:,8 ,<oB Coo'1ng Heating -\'Z.,C\':f, ,--z\<o~ Cooling Heating iotr ~or-5 Cooling Heating Note:, Total RT and U·Va/ue must be adjusted for the effect of framing when appropriate. PROPOSED CONSTRUCTION ASSEMBLY BUILDING ENVELOPE COMPLIANCE Form 3 (NR-8/81) Ch•ck on• and writ• In construction assembly number below (e.g. Wall· 1, Roof-2, etc.) g Wall-_L D Roof-_ D Floor-_ Sketch of Construction Assembly Framing type: ·WOO'P{ld/c01 ------ If wood complete the fol/owing and ad/ust construction assembly for framing: Size: Z-• X 4-• Spacing: I '2 • O.C. Indicate area, weight of construction assemb-!'y,.,..__and appropriate factors beto'I(_: Wall: Area : 't5Z..O) tt2 Weight --+~/ lb/ft2 MCF hQ TDeq 44-- Roof: Area ____ tt2 Weight ___ lb/ft2 Mc Ac Floor: Area (raised only) ____ tt 2 List of Construction Components 1.7P~ 2. :CN7ULA-no~ 3. ei/~''G\'~.JM 1>~--- \\ ~ A" 4 ._~..,. S'!"~ 5. 6. 7. 8. Outside Surface Air Film ,2.S Cooling Inside Surface Air Film ,(98 Cooling Total Thermal Resistance CRr) ,-:h5:J- Cooling U-Value (1/RT) ,os-=r Cooling R-Value I /':f Heating loB Heating 1-=f-A<R Heating l0$"::l- Heating Note:, Total Rr and U•Value must be adjusted for the effect (:.Doof framing when appropriate. -U, = , ~/ ( . t'.z> t-, C\ -r ,~ + . z.r~ ·h <oB) .,_ , \/ G ee-t ,E:k,+ 43.8!,~ -.oSr 2-T-:.: llP-=i-- ~~ n UT--,'1. /(. .ee+f\ 't ,'Slat-.rr+-, ~+-, \ /(\88+~~4-\~+,\1--h\:8 ::: ,oS'l-- 2.-r-== t-:+ A (p PROPOSED CONSTRUCTION ASSEMBLY BUILDING ENVELOPE COMPLIANCE Form 3 (NR-8/81) Check on• and writ• In construction assembly number below ( e.g. Wall• 1, Roof-2, etc.) ~ Wall-2.._ D Roof-_ 0 Floor-_ Sketch of Construction Aaaembly Framing type: t,<!lt).D If wood complete the fol/owing and ad/ust construct/an assembly for framing: Size:~· X 4-• Spacing: lb • O.C. Indicate area, weight of construction assembly, and appropriate factors below: Wall: Area '\(QO tt 2 Weight I Z lb/ft2 MCF JQ_ TD8 q _tt_ Roof: Area ____ tt 2 Weight __ lb/ft2 Mc Ac Floor: Area (raised only) ----ft 2 List of Construction Components 1. 5/8" G.YrsoH ~ 2. :s: ~~\.l\..,~'"'r\C:,'t--\ 3. 5/8 \;,.Y~tJlw\ ~ .. ., 4. 2-x..4-'S \\Jj) 5. 6. 7. 8. Outside Surface Air Film ,ZS Cooling Inside Surf ace Air Film lh6 Cooling Total Thermal Resistance (Rr) 11183 Coo/Ing U-Value (1/Rr) ,o85 Cooling R-Value 0,5b 11 ,0 0.5b 4,36 ,Ii: Heating I (oE!_ Heating lkt4- Heating ,oBS Heating Note:. Total RT and U·Value must be ad/usted for the effect of framing when appropriate. ~ :'\. u,= .9/(.seo+\\,-c.1c ,¾t / +.zot,to8J -1- .\ / (_, s to +-<t.it+ ,·EJc +, es htcB) :-. .051:, ~~ \\,8? He-A-r l),-~ , "/ l. Sia y_\\ ,Olr-, S(p,t , \t -t .(o8J + , \ J ( 1 S& +4,~-+ ,~<o..,_ ,\':{--\-,(o5) '= .z:6S e,--:;: \\\,-A-- PROPOSED CONSTRUCTION ASSEMBLY BUILDING ENVELOPE COMPLIANCE Form 3 (NR-8/81) Check on• and write In construction assembly number below (e.g. Wall• 1, Roof-2, etc.) D Wall-_ i:gJ Roof-~ D Floor-_ Sketch of Construction Assembly If wood complete the following and adfust construction assembly for framing: Size:_f::_• X A_• Spacing: Z4 • O.C. Indicate area, weight of construction assembly, and appropriate factors below: Wall: Area ____ ft2 Weight ___ lb/ft2 · MCF TDeq Roof: Area Z.\'50'\ ft2 Weight 13 lb/ft2 Mc _hQQ_ · Ac ~ Floor: Area ____ ft 2 (raised only) List of Construction Components 1 • :B<;u .. -r \JP 1ZCQFI ~t\ 2. 1/z.," 'PL-'<wcelb 3. Z )(.~_ ~TI}l:) 4, ~-\\ T~~ --I . s. 73Yz ,....,ct..s~e. s. C-b\, ·ni.,E- 1. 8. Outside Surface Air Film Inside Surf ace ·Air Film , Total Thermal Resistance U-Value (1/Rr> I 2..-S Cooling +.¼a C g (Rr) lj l 4,. Cooling O.::,Z.., .. . Cooling R•Value Q.'3,7 0 (oZ.. --4=,ts . l't "Jj i') o,.~~ h2 ... $) I\ 1- Heating I (el Heating . /6,9 Heating ,,tj63 Heating Note:. Total Rr and U• Value must be ad/usted · for the effect of framing when appropriate. l+eA-11tt.C:1 u,.. :: -. SB /4 33 t--, (Q Z..t JI:( t-i'i '&+,.ZS + I l':f '+-1<o \) + , , d( ,~~-z+4~s+-. ~~+,~z. ~+-, tr+-,<Db -= .o~ . iZ.,-: L6,, Cocx..,~<.:t Ur-.': ,re/c I ~t-doZ-+I~ + t\'3-rl•°C>t ,~<$+ ,'\"t)-\- \ \ Z/(_,3~ +, tc·l~ 4~-r f\~+ \. zt; h-ZS1, iZ..') <; I .,05z_ rlr ::: t 1 ,4 PROPOSED CONSTRUCTION ASSEMBLY BUILDING ENVELOPE COMPLIANCE Check on• and write In construction assembly number below (e.g. Wall• 1, Roof·2, etc.) 0 Wall-_ 0 Roof-_ 6a Floor:.. !)_ Form 3 (NR-8/81) List of Construction Components A-Value Sketch of Construction Assembly Framing type: r:r;i: Mf:1'})(_ If wood complete the lo/lowing and ad/ust construction assembly for framing: Size:/-· X ;I • Spacing: lh f.o.c. Indicate area, weight of construction assembly, and appropriate factors betow: Wall: Area ____ ft2 Weight 1 · lb/tt2 MCF TDeq Roof: Area ____ tt 2 Weight ___ lb/ft2 Mc Ac / Floor: Area (raised only) ----ft 2 / , .,,,/' 1 • I 1/ z,'' L. }4 " co ~C.tc.E-r-E..- 2. Yz'''PL-"'~ 3• :rt,..1&.J1..A-noN 4. CIE,tU N 6i ,-, LE.. 5. 6. 7. 8. Outside Surface Air Film Inside Surface Air Film Total Thermal Resistance U-Value ( 1 /RT) (AT) • (t ( Cooling '~, Coo/Ing -zz.1--~s Cooling .,04(\-- Cooling ,(pB/5 .(pz_,, ------'· tito _ __ "------------___ ,_ \ ,2-$' t ~ I Heating .~l Heating z.z_:=n.-~ He11tlng .o44 Heating Note:. Total Rr and U·Value must be adjusted for the effect of framing when appropriate. ( ( DOCUMENTATION FORM Form 4 HVAC SYSTEMS COMPLIANCE (Complete for each system) (Rev. 1 5/78) Project Title \<'.,O L-L-Documented by L ~ Location C.f\fLL,~~":b Date Project Designer ~\ C...O'-l. Checked by ____ _ Date. ____ _ DESIGN CONDITIONS Building occupancy type (Table 1 of Appendix I) ... -..... 054 Project Latitude (Table 2 of Appendix I) .............. __ 3..,......_2....,___ Heating Degree Days (Table 2 of Appendix I) ........... _.._I "'"W"--""fl'--- HEATING LOAD DOCUMENTATION (Attach calculations) '"oB Outdoor Design Temperature, Winter ................ -~.,,...--- Indoor Design Temperature. . . . . . . . . . . . . . . . . . . . . . . {Q8 Outdoor Air. . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . 5100 Heat Loss From Outdoor Air. . . . . . . . . . . . . . . . . . . . . . I ©1 '24-0 Temperature of adjacent unheated spaces. . . . . . . . . . . . . . :,(e,. Transmission Heating Losses . . . . . . . . . . . . . . . . . . . . . . 5oAtoOS Infiltration 'Air . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . diJ Heat Loss From Infiltration ....................... ~ Ventilation Air .............................. . Heat Loss From Ventilation .................•.... Outdoor Air for Special Processes •.................. 3= Heat Loss From Process Air .•..................... Other Heat Losses (describe) .•.................... Total Heat Losses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0(99,845 COOLING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, summer, dry bulb. . . . . . . . . So OF OF CFM Btu/Hr. OF Btu/Hr. CFM Btu/Hr. CFM Btu/Hr. CFM Btu/Hr. Btu/Hr. Btu/Hr. Outdoor Design Temperature, summer, wet bulb. . . . . . . . . '2]: °F Indoor Design Temperature, summer, dry bulb .......... --,-=r::-'-:e::--_ °F Indoor Design Temperature, summer, wet bulb.-. . . . . . . . . (Q_':2_ °F T,an,mission Heat Gain . . . . . . . . . . . . . . . . . . . . . . . . . / i4. IQ cB:u~Hr. Infiltration Air .............................. . Heat Gain From Infiltration . . . . . . . . . . . . . . . . . . . . . . Btu/Hr. Outdoor Air for Special Processes ................... ---=..---CFM Heat Gain for Process Air . . . . . . . . . . . . . . . . . . . . . . . . /» Btu/Hr. Solar Heat Gain Through Windows, etc.. . . . . . . . . . . . . . . {o · 5J='~I Btu/Hr. Heat Gain From Lights, Equipment, People, etc:. . . . . . . . . ;[loll ~ Btu/Hr. Heat Gain From Other Sources .................... _ _,,r/~--,. Btu/Hr. Outdoor Air: Fixed Minimum Type System CFM Per Person (Not to Exceed Tabulated Minimum Ventilation Rates) .... . Heat Gain From Outdoor Air ............... . -=-.-'\-~---=--CFM/Person 3f~i5 Btu/Hr. ( ( Page 2 of Form 4 COOLING LOAD DOCUMENTATION (Continued) System Utilizing Outside Air For Cooling CFM Per Person (Not to Exceed 33% of Tabulated Recommended Ventilation Rates) Heat Gain From Outdoor Air ............... . --_.,.~¢~_ CFM/Person f.P Btu/Hr. Total Cooling Load ............................ . l~\4:'fsSstu/Hr. TEMPERATURE CONTROL Attach manufacturer's data or other, give specification or drawing reference which shows in detail the following information: REFERENCE (page or sheet No.) • capability to sequence heating and cooling .................................. . µ,4 ~ ~;,~~:]Ji,f.~~~f {~t;::::E::i;~::;:~:~~'~t~li~~: : : : : : : : : : : : : : : : : : : : * Indicate drawing or specification reference where the temperature control device requirements given below are documented. An automatic temperature control device shall be provided for: ~A • each separate HV AC system ........................................... . • each zone ........................................................ . SIMULTANEOUS HEATING AND COOLING The following requirements apply to the use of new energy and need not be complied with when recovered energy is used to control temperature. In each case, when resetting hot and cold deck temperatures, one representative zone may be chosen to represent no more than ten zones with similar heating or cooling requirements. Concurrent operation of independent heating and cooling systems serving common spaces must provide either or both of the controls given below. List reference specification page or drawing number where control requirements can be verified. REFERENCE • Sequential temperature control of heating and cooling systems .................... . rvk • Automatic reset of heating temperature, to limit energy input only to that level to offset heat loss due to transmission and infiltration ....................... . Reheat systems -give reference specifications page or drawing number which will show compliance with the following when reheating 20% or more of the total air in the system. • When serving multiple zones, controls must automatically reset the cold air supply to the highest temperature level of the zone requiring the most cooling .......... . 7 e Single zone reheat systems shall be controlled to sequence heating and cooling .......... . ' t-..l ffe. I ( Page 3 of Form 4 Dual-duct or multizone systems -give reference specifications page or drawing number which will show compliance with the following: REFERENCE • Hot deck temperature -must be automatically reset to the lowest temperature necessary to satisfy the zone requiring the most heating ....•............. I • Cold deck temperature -must be automatically reset to the highest temperature necessary to satisfy the zone requiring the most cooling ................. . Recooling systems -give reference specifications page or drawing number which shows compliance with the following if recooling 20% or more of the total air in the system. • Controls must automatically reset the temperature of heated supply air to the lowest temperature necessary to satisfy the zone requiring the most heating ....•............. HVAC SYSTEM RESTRICTIONS & SPECIAL REQUIREMENTS Several HVAC System types have special requirements or restrictions. In this section, the type of system used in the design must be listed and any special restrictions given here referenced to show compliance. Supply references to proper specifi- cations page or drawing numbers. Type HVAC Systems Used -List type of system to be used here (include all systems for heating or cooling in the building) ( include reference for specifications for each system. Constant volume reheat system -when serving both interior and exterior zones -separate cooling coils are required if the exterior zone exceeds 20% of the total air quantity through the cooling coil. REFERENCE ( ( ( Page 4 of Form 4 DUAL DUCT AND MULTIZONE SYSTEMS Constant volume duct or multizone systems which utilize new energy to simultaneously heat and cool air streams which are subsequently mixed for temperature control are prohibited for buildings larger than 20,000 square feet of conditioned space. If used, the air leakage for dampers utilized for the mixing of heating and cooling air shall be limited to a maximum leakage of 3% of the total air quantity handled by the dampers when operating at the maximum system pressure to which the dampers will be subjected. Manufacturer's label or nameplate shall state leakage rates. REFERENCE ___ ~_,_;~~----- ' "'7 Economizer Cycle -For each cooling fan system, for other than dual-duct or multizone systems, which serve zones having total cooling capacity greater than 134,000 Btu/hr or more than 5,000 CFM must have an economizer cycle unless one of the exceptions allowed is claimed. I REFERENCE ___ ~(_J~,/_r;..,_, __ _ Electric Resistance Heating Systems -These systems shall not be used unless the total installed electric resistance heat does not exceed 10% (ten percent) of the annual heating energy requirement or a life cycle cost analysis, Form 8 (see Section 4.2 of this manual) shows an alternate system life cycle cost exceeds that of the electric resistance system. Give reference if less than 10% or include Form 8 if calculating life cycle cost. REFERENCE ___ f'-1_,/2_;,... ___ _ MECHANICAL AND GRAVITY VENTILATION Mechanical ventilation -Dampers which are automatically interlocked and closed on fan shutdown are required. REFERENCE ___ ~_ .... %/_/_~ __ _ Gravity Ventilators -Either automatic or readily accessible manually operated dampers must be provided for all openings to the outside with the exception of combustion air openings. REFERENCE __ --1.r'4,~A"'4----- POWER CONSUMPTION IN FANS Constant volume system Total Supply Air Quantity ................................•............ Total Pressure of Supply Fan ...........................•............... Total Supply Air Quantity Adjusted for Process Loads .......................... . Total Gross Floor Area .........•.............•.......•................ Net Fan Performance Index (FPI) ..............................••......... Variable volume system Total Supply Air Quantity at Maximum Flow .............•..........•........ Total Pressure of Supply Fan at Maximum Flow ............................. . Total Gross Floor Area ....•.•...•.••....•.•...............•........... Fan Performance Index at Maximum Flow (FPlm) .....................•........ Variable Volume Adjustment Constant .................................... . Adjusted Fan Performance Index, FPla .................................... . REFERENCE CFM Inches Water _____ CFM -----Sq. Ft. Inches Water -----Sq. Ft. -----CFM ( ( ( Page 5 of Form 4 PIPING AND DUCT INSULATION AND DUCT CONSTRUCTION References to the piping insulation, duct insulation and duct construction requirements presented in Section 4.2 of the Energy Conservation Design Manual must be given below: ·1 A REFERENCE ___ ~{_,,,r/1:":: __ • __ _ I PRACTICON ASSOCIATES INC PF:OJECT: CONSULTING ENGINEERS PALO ALTO, CALIFORNIA D(-\TE: ESD INC .. HVAC PF-HJGRAM DE!:3 I GNEI~ ~ BUILDING MASTER DATA DESIGN PARAMETERS: DESIGN MONTH ,:~uGUST l-iJINTER GL.{~!:;s TYPES :L. F:OOF TYPE L ~,JhLL TYPE L .. :?. ··-·" 4-" PAfH .. TYPES L ClUTDOClF< DRY BULB OUTDOOR INDOOR INDOOR WET BULB REL.HUM DRY BULB SUMMEF;: LJ F/:;.CT L 100 lJ FACT () A ()5:~ u F{-~CT 0., 01:3:'::i 0.057 O. 07El 0.044 u F{-~CT 0. Ol:!~5 0.078 l~JII\ITER u FACT l." l. :$() ASHF:AE ROOF NCl 2 {~Sr-11:;:p, E Gf:::OUF' (3 G C B A/C. T. I). El E3 67 50% 78 0 50% 68 GL..BHD COEFF 0.690 SUSF' CL.G YES HTG. T.D .. INT. l:lHD CDEFF 0. 000 F:OOM CONST MED PAGE 1 KOLL1 1 :L /6/ :L 984- T. sormo HUMID CORRECTION DIFF FACTOR L E!:l -7 0.00 GU~l3S HEIOHT LO GLASS ~\JI DTH LO KOLL1 11/6/1984 PAGE 2 BUILDING MASTER DATA <CONTINUED) INTERNAL LOAD DATA~ 100.0% OF THE LIGHTING LOAD IS APPLIED TO THE CONDITIONED SPACE PEOPLE SENSIBLE LOAD MULTIPLIER -230 PEOPLE LATENT LOAD MULTIPLIER -190 GENERAL PROJECT INFORMATIONu PROJECT FILE NAME: KOLLl NUMBER OF UNIQUE ROOMS IN THIS PROJECT -1 PROJECT LOCATION: CARLSBAD DEGREES NORTH LATITUDE: 32 DEGREES LONGITUDE~ 117 BAROMETRIC PRESSURE: 29.921 TIME ZONE: 8 ·DAYLIGHT SAVINGS TIME: NO MEAN DAILY TEMPERATURE RANGE: ROOM SENSIBLE SAFETY FACTOR - ROOM LATENT SAFETY FACTOR - ROOM HEATING SAFETY FACTOR - BUILDING OPENS AT 8 AM. BUILDING CLOSES AT 6 PM. BUILDING DEFAULT VALUES: 10 0 In 0 % 0 % BUILDING DEFAULT CEILING HEIGHT= 10 LIGHTING ADDED ON A SQUARE FOOTAGE BASIS OF 2.25 EQUIPMENT ADDED ON A SQUARE FOOTAGE BASIS OF 0.5 PEOPLE ADDED ON A SQUARE FOOTAGE BASIS OF 1 PERSON ZONE DEFAULT SYSTEM DESCRIPTION~ WATTS PER SQ.FT. WATTS PER SQ.FT. PER 100 SQ.FT. SEASON SUMMER WINTER VENTILATION METHOD INFILTRATION 15.00 CFM PER PERSON 15.00 CFM PER PERSON PACKAGED EQUIPMENT WILL BE EMPLOYED 0.00 0.00 METHOD NONE NONE A 25 DEGREE LEAVING COIL-ROOM TEMPERATURE DIFFERENCE HAS BEEN SPECIFIED ALL DESIGN DATA TAKEN FROM THE 1981 ASHRAE HANDBOOK OF FUNDAMENTALS ** COMMERCIAL HVAC LOADS PROGRAM BY PRACTICON ASSOCIATES INC ELITE SOFTWARE DEVELOPMENT INC** PALO ALTO, CALIFORNIA KOLL1 11/6/1984 F'AC3E :3 ************** DETAILED PROJECT ROOM LOAD CALCULATIONS*************** LCJAD UNIT LOAD TEMP .. L.Of.~D SEN. U~T. HTG .. HTG .. DES CR IF'. QlJf-~N Ff1CT. DIFF. MULT. HEAT HE(H MULT. LOAD __ ......... -... -.... ,_,_,,. ........ ooNoo,.,,.,.,,,,.,.,..,,.., .. _ .. ,. __ ,,,..,_,. ..-.......... _,., ... _ .................... _.,_ .... __ .,_ .... , .. ........ ___ .. , .. _ .. --·----_ .. _._ .... , .. __ L F;:DOM NCJ. 1 PEf':)I< TIME 4 Pl"! AUGUST 34003 SF. ZONE 1 F:OCJF 1 159S>7 o. 05:3 Ei~: 2 .. 809 44cJ:~;6 1. ~590 254·35 N. ~,JALL. 1. 4-5f.l7 O .. OE!5 l7 1. 44~.'5 662B 2n ~j~5() 11697 S. v-JALL 1 119!:i 0.085 ~K> 2,. 5~5(> :5047 2" ~5~5() 3047 E .. l-1Jc~LI... 1 :~4 70 O. OEl5 ~22 1. 870 4619 2. 550 629<;> i,J. v-JALL 1 ::::;680 0 .. OB~:i 60 c:• .... , . 100 1.B768 2. 55(> 9~;f,34 N. t,.JALL. ,'.j. 1.061 0.044 :~: ,·· ... ,., 1 ~$:~~ 140 1 n 3:-Zc) 1401 N. Gl...{~SS 1 2rt65 1.. 100 2i:>n ~)92 78846 :~;~;. c,oo l.0051-<'.!· E .. GU~SS :l T2:l7 l. .. 1.01) 46 .. 91:Vi) 1 ~51162 3~:. <;>(l(l 109056 B. GU-)SS 1 1.42!:'i L 100 4-3. 6c;7 ,b;:~269 3~:N 900 49::;;:oe ~,J. GU~S!:l :l 3~~:~~:3; L 100 8~~;" 2~~5:':i 2C>8~:!i:l 3~~; Q <;>()() 109260 DKYL.I.GHT 1 1480 :I.. 100 121..067 1 7r.-; :1. 7~7 3:-_::;II 900 50172 PAFn .. 1 705 0. 08~.:i 8 :$2 o. 6F.l0 471? 2.720 1 <;>18 F'AHT. ~, .i::. f:377 0 .. 078 8 :3:2 0.624 547 2.496 2189 LIGHTS 76506. 7~5 100~~ ~~: .. 410 26088!:l EQUIP .. :L 7002 ::::: .. 410 57c,75 () FLCJCJR 1067 24-.. ~!.I.)() 25928 i:::·EOPLE :~4()u ()3 ~~:~:a() 190 7E3207 64606 TDTAL. :l21602:l 64606 504608 ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE PRACTICON ASSOCIATES INC SOFTWARE DEVELOPMENT INC***** PALO ALTO, CALIFORNIA l<ClLL:L :l.1/6/19B4 P{-1GE 4 *********************** ROOM SUMMARY OF ZONE 1 ************************** f:>G.!N f.-U3BF~EV. PEi-11< TIME FLOOR NCJ. DEBCRIP AI\ID MONTH f'.\HEA ....... _ .... ,_,_, __ .. .,, .. _ ..... ·-· ............... _ ....... ·-· .......... -..... - 1 F:ClDl'1 ND 4 PM AUG :34003 ................................ - F:OOM PEAi< TOTt-1L.S 31.100~~; * * * HOUF: 8 nM ') AM 10 {-1M 1.1 r~M 12 {-~l"I 1 PM ~~ PM :~ PM .l.j. PM ~5 Pl'·! 6 PM MONTHLY AND HOURLY AUGUGT f;:CJO!"I. ~3EN 687:t20 7t71 94~i 8786!::lO <,149B~;T,8 '790122 1069006 :I. 1 ~~; :3; :3; <"J ~-~ 11 Ci)3!:lf31. :1.216021 l. :L 97'7~56 :1.138740 NOT U!3ED FWCJM. SEI\I 0 0 () () 0 0 0 0 0 0 0 SENSIBLE HE{HING VENT INFL EXH SUPPLY CFM LOAD LOAD CFM CFM CFM CFM /SF .... ,_ .... ,_, __ , .. ,.,,,_ ·--·· .. _ ---· -·-., .. ,_, ___ ..... -·------ l.21.6021 504608 5:t(H) 0 0 44219 1. 3 -·-·--··-·-.. ···-· ,_,,..,,_,_,, .. __ , .......... __ , .......... -____ ,. ____ 12:tf.>02:t 50460!:3 51.00 0 (l 4421.9 1. 3 ZONE ROOM SENSIBLE LOAD PROFILE * NOT USED FWOM .. SEN (> 0 0 0 0 0 0 0 (l (l 0 NOT Uf:lED F~CJCJM. !3EI\I () 0 0 0 0 0 0 0 0 0 0 NDT UBED i:;:OOM. BEN 0 0 0 0 0 0 0 0 0 0 0 t-,.IOT USED * ROOM.SEN* 0 0 (I 0 (l 0 0 0 0 (I 0 ***** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC***** PRACTICON ASSOCIATES INC PALO ALTO, CALIFORNIA 1<01...L :L 1 j_ / 6/ 1 r;18LI. P{~GE 5 ******************* TOTAL LOAD SUMMARY OF ZONE 1 ************************ ZONE 1 PEAKS IN AUGUST AT 4 PM OUTSIDE TEMP IS 8 ··:r ·-· INSIDE TEMP IS 78 WINTER VENT AIR LOAD WINTER INFIL AIR LOAD TOTAL ROOM HEATING LOAD TOTAL ZONE HEATING LOAD ..... -· ·- -· 165:, 240 0 ~504 !I 60El .. _ .. __ ,_,. ___ ,, ______ , 669 l' 84-€3 BTU/HF~ 5l.OO CFM) BTU/HR () CFM> BTU/HF;: BTU/HF: **** ALL COOLING LOADS BELOW WERE COMPUTED AT THE TOTAL ZONE PEAK TIME**** !3UMMER VENT ::H::NS IBLE Gf.~IN ·-· 28:, 050 BTU/HR ( 5100 CFM) EXH{-~UST {HF: f3EN!3IBLE GP1IN -·· 0 BTU/HF-: ( 0 CFM) !3UMMEH INFL SEN!3IBLE 8(.-,IN ... 0 BTU/HR ( 0 CFM) ·1·0TP1I ... F~:CJOM f3ENBIBU:. Gf.HN ::::: l,21.6,021 BTU/HR TDTP,L Pl..l'lM !:H~NSIBLE G(4 IN ·-· C ., BTU/HR BUILDING 1...0l-,D SEN !:iUBTOT?)L ·-· :l , 244 ~ 071 BTU/HF: Di::;:?:,t,.J-THF:U FAN !:iEN Gf.) IN ::::: 0 BTU/HF: BLOlrJ···THl::;:U Ff~N SEN GAIN ..• 0 BTU/H~:;: MCL Eil.JP. !3 :C DE COIi... G(~IN --0 BTU/Hf;: l"ICL. F·~ET .. SIDE COIL. GhIN --0 BTU/HR BUPPLY DUCT HEAT G?,IN -· 0 BTU/HR F;:ETUl:~N DUCT HEAT Gr'..)IN ::::: () BTU/HR AIF: HANDLING 1:llJBTOTAL ... 0 BTU/HF: ,_,. ________ ,.,_ .. , .. , __ , TOTAL. ZONE SEN!3IBLE GAIN ... 1, 2441, 071 BTU/HI::;: SUMMER VENT U\TENT GAIN ..... 6,27B BTU/HI::;: 5:lOO CFM) EXHAU!3T AIF;: LATENT G{,IN ·-0 BTU/HR ( 0 CFM) SUMMER INFL LATENT G(.'.\IN ·-0 BTU/HR 0 CFM) TCJTAL. F:DOM L.P1TENT GAIN --641,606 BTU/Hf~ ............ ,_, ---·---, .. -, ..... TDTAL ZONE LATENT GAIN ·-· 70 !I Elf:!4 BTU/HF: TClT{~L ZONE: COCJLil'-IG LOAD -1, :::::14!, 95::'i BTU/HI::;: THIS ZONE OCCURS 1 TIMES IN THE BUILDING. PACKAGED EQUIPMENT SYSTEM USED ROOM.SEN+ SUP.DUCT+ DRAW-THRU.FAN + MISC.COIL. RSHR -----------------------------------------------------------o. <;i50 ROOM.SEN+ SUP.DUCT+ DRAW-THRU.FAN +MISC.COIL+ ROOM.LAT INTERNAL. LOADS SUMMARY~ 76506 WATTS OF LIGHTING, 17001 WATTS OF EQUIP, AND 340.0 PEOPLE TOTAL. SUPPLY AIR CFM FDR THIS ZONE - TOTAL CCJNDITIONED AIR SPACE SUPPLY AIR CFM/SQ.FT. m l..3004 TONNAGE PER SQ.FT -0.0032 44, 21 Cjl CFM :::;;.lj. l' oo::::; !:lG!. FT" TONNAGE REQUIRED FOR ZONE 1 WITH OUTSIDE AIR -10'-.?. t:i!:3 TDNS * * * * * COMMEF::c I {~L HVAC LOADS PRCJGF<AM BY EL r TE SOFn•JP,m:: DEVELOPMENT INC***** PALO ALTO, CALIFORNIA PAGE 6 PRACTICON ASSOCIATES INC l<DL.L.1 :l:l/6/:l984 *********************** TOTAL BUILDING LOAD SUMMARY ********************* BUILDING PEAKS IN AUGUST AT 4 PM THIS SUMMARY ACCOUNTS FOR ALL ACTIVE ROOMS IN THE PROJECT OUTSIDE AIR QUANTITY (CFM> % OF TOT SUP AIR SUMMER VENT AIR= SUMMER INFL AIR= PRE-COOLED AIR= TOTAL SUMMER AIR= WINTER VENT AIR - WINTER INFL AI.R - PRE-HEATED AIR= TOTAL WINTER AIR= 5~100 (). (l ~5, 100 ~i, :LOO 0 0 5, :LOO :tl.534% 0. 000'1/., 0.000% 11.534% 0.000% 0.000% TOTAL ROOM HEATING LOAD LESS INFIL TO ROOMS - TOTAL BUILDING HEATING LOAD SENSIBLE BTU 28!1 050 0 0 28,050 165!, 24-0 () 0 165~240 ~504-, ciOB 669,848 LATENT BTU 6,278 0 0 6,278 * * MONTHLY AND HOURLY PROJECT ROOM SENSIBLE LOAD PROFILE * * HOUR 8 P1M 9 Al"I 10 (.)I"! 1:L ?":11"1 1 ':., ,_ AM :t PM 2 PM :~; 1--=·M 4 F'M 5 PM 6 F'M {-)l.JGUST ROOM.BEN 687j,20 79:t 'r4!:i l:37E~b80 (~ 4 Cf El :3; !:3 Cj1<:'y(>:l22 1069006 :l 1 ~!.~$~:;9:;:~ 11 C?3(:JB:t :t:216021. :I. 1c.n756 :L :l~rn740 NOT USED FmOM .. SEN 0 0 0 () () 0 0 0 0 0 () NOT U!:iED F;:DOM. t3EN 0 0 0 (l 0 0 0 0 0 0 0 NOT USED HODM.SEN 0 () 0 ,.. _., 0 0 () 0 0 0 0 NOT USED F:OClM .. SEN 0 0 0 0 () 0 0 0 0 () 0 NOT USED* mmM.SEN * 0 (l 0 0 (l 0 0 0 0 (1 0 * * * * * C:;jl"IMEF~:c I P1L. HV(.~C L(Jf..ms p1:~m':ir-~AM BY EL. I TE£ F'F;:ACU:'~lN AS!:lOC I ATES I NC 1(6-b.L~ 11 / 6/ 1981.J· SOFTWARE DEVELOPMENT INC***** PALO ALTO, CALIFORNIA PAGE 7 *********************** TOTAL BUILDING LOAD SUMMARY ********************* BUILDING PEAKS IN AUGUST AT 4 PM L..Ot-m DESCR IP LIGHTING EG!UIPMENT PEOPLE FWOF l,-JALL BL.ASS P{~l::::T IT I ON !NFL AIR \iENT PtIR PF:E ·-COOLED (..~IF~ DRAW-THRU FAN LOADS BL.OW-THRU FAN LOADS m.Jt~NTITY UNITS 7c.i, ~507 vJF'.°:t"f'TEl :t 7,002 ~-JATTS ~~:40 :t5, c797 SG~. FT 1.2, 9c:r:5 SQ .. FT :1.2, :::::1.0 ~3Q. FT 1, 5132 SG.1. FT 0 CFM \5 1, 100 C:FM 0 CFM MCL SUPPLY SIDE COIL LOADS MCL RETURN SIDE COIL LOADS SUPPLY DUCT LOADS RETURN DUCT LOADS ~{. OF BU) LOAD 11:J .. 840i: 4 .. 409'½ :l O. €361 'i~ ::~ " 4. 1 7' '½1 2 .. 525% 0. 07El;~ 0.000% 2 .. 611% 0 .. 000% 0" ()()(lo/~ 0 .. 000% 0. 000% 0 .. O(H)'i~ 0. OOO'i: 0 .. 000% TOTAL BUILDING SENSIBLE & LATENT LOADS :LOO. 000% SEN!:-3 IBLE BTU 260,8B8 57 !I cr75 78,207 4.LJ., c,:::::6 :3:3, 2()~~ 739,787 1,026 ·"1 ! •. 213!, O::'iO 0 ('· .• I () 0 0 0 0 1, 24-4, 071 U-HENT BTU 0 64,606 () 6,27B 0 70,81:'34 TOTAL PROJECT SUMMARY % OF BLD LOAD SENSIBLE BTU LATENT BTU TOTAL BUILDING OUTSIDE AIR VENT LOADS TOTAL BUILDING PRE-COOLED AIR CREDIT TOTAL BUILDING OUTSIDE AIR INFLLOAD TOTAL BUILDING ROOM LOADS TOTAL BUILDING PLENUM LOADS TOTAL BUILDING AIR HANDLING LOAD 2.6:1.l'.i: 0., 000% 0 .. 000~{. ·n .. ~~:89'1/.. 0. 0001:. 0 .. 0001/., 21::l, 050/ 0 0 :l,216,02:l 0 0 6, 2713\.,,,' 0 0 64,606 TOTAL BUILDING SENSIBLE AND LATENT LOADS 100.000% 1,244,071 70,884 TOTf'.)L BUILDING COOLING L.Ot'.'.)D ::::: :t , :;: 1 .q., r.n55 BTU/HR TDTP,L COM) IT I CJNED AIF: s;PACE _., ~~; 4. !J (J () :;:: SGl. FT TOTAL BUILDihlG SUPPLY {UR CFM ·-· 44, 2:l 9 CFM SUPPLY AIR CFM/SQ.FT .. OF CONDITIONED SPACE SQ.FT OF CONDITIONED AIR SPACE PER TON TONNAGE PER SQ.FT OF CONDITIONED AIR SPACE TONNAGE REQUIRED WITH OUTSIDE AIR :l.3004 -310.3042 SQ.FT/TON 0 .. 0032 TONS/SQ.FT 109.58 TONS