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HomeMy WebLinkAbout1775 DOVE LN; ; PCR98089; PermitCity of Carlsbad 163, Faraday 1w" Carisba:91 CA :92008 1:2-15-2016 ·suilding Permit Permit Na :"L?CR98089 ~uilding In,s:pe~tion Request Li.tte {760) 6-02-2725 Job Address: Ee;·:l'mi1;; i'ype; Ea:rce:1 No.: Valuation: OccGroup: 1775 DOVE LN' CBAD FCR Silb_ Type: Lot t: $0.00 Const Type: Reference t: :Ntw CB~Vl:t24-9 Project :titie_: ADD SKYLIGHTS OVER GALLERY CITY LIBRARY-NO FEE. PERMIT i-..pplicant: owner! Sta.tus: Applied: En:tered-By: A!)pr/Issued: Inspect Area: TAYLOR BM.I. CITY OF CARI.Sfill.J) 1111 EV.ARA-DO RD StF. 501 IA MESA CA 91941 61~ 697-8401 Total Fees: '$GLOD tmmeetcir~ _____ _ F!NAt APPROVAL Date~ ~-----Clearance: FI~TlU, 05/28i199E BWi, 0,4,/0 7 /19:99 Baiance Due: NOTICE; P'~~NQT;la: il--«.i.':.p.!)'Q'~otpz p,r~-i:fi1!1c.~.m:s t.ii-= '1mp:soorf of fes, ~.;.t_brs, 1'25e:c'l.~5_, 01 ctr.a e.mm f-eF-aa"cofe:;t\-;;f:y ~t(?SG~..xa::;i;,rs:" Y6'.!~ 9Dd,ts:foll ~clae:tnspermt Y.'a;'issv.m~ ~ j;r,~fo,,.mf!.ss,f=-s,~. ;Jfyo~ p-ct~trer.n;, JOl,i-m~ fclkw2'P-p~p~ s:bmm Go."::!rme"il:~ ~ 6002!'.;{<!,\ ::i.:!fi:2 Jh:prdst ardarr.tWE!l' e:p;~ r.S:m,ii!~nwfhfr..e .aty lll'~a;a"br ~~~~,eawr.hCaisl:edJ.~~$,a:.for,3....~0.D; fa1w-:~liro=>__zypbwli'at~Wi1:o~~· si.tc-e;-.ert'legal.cl:oi\fo~ '9.i:W, S:t =~ \~ or arirl.i~'imp.:siM · Yo,;.rae~· FURTHER NOT:lf.EOi:ha:nwrigt'itt!t~tire sj:ecifs:Ues.'~brs. t'-OES ~'OT .Af!P"!lY. bl".:a!-'a" a,us,s,,,e, 00'\r:e:b a ard Clifa':fy ciaige, rot~ Wl.i~ g:ra-irgotWP-simist <!;J•;fca:oo~...,;aj a *n.•:.;;e ~ lflca;~ w;;?;. m ~t NORi?OES rt AfJ?LYto 34' ~~bra a~blwcr;.1'&vea-am.7vb=!!ai:E,,,,aNOTicesrniarhm:; a..s~Wtfc'ht:.-e'it3t...,,,.rii"tl;'ao..,sras!:XS'iY.Gh'cr~i?-emrei PERMIT APPLICATION FOR OFFICE U PLAN CHEC CITY OF CARLSBAD BUILDING DEPARTMENT EST. VAL. _________ _ 2075 Las Palmas Dr., Carlsbad (760) 438-1161 CA 92009 Plan Ck. Deposit---~----- Validated By I /W Date S/ ~l{ qg w :·-p,R·o:rcT"INFORMATlfilf-"-" -· :_-· "' ~-~ •• " .. ,. -----.--"'" '>' -"' ... "r;,<fi"t~ ~c··cA"ki"w a t;,&'AC: CA-g~se~ D~ -cA: . crw6B cA-tit.-S€kD c l'"N Address (include Bldg/Suite #) ' Business Name (at this address) f'Al2vBL. 2 OF l',M. t&o44 iJ/A .Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units 215'-0fi0 -70 L--l BRA ~'1 Assessor's Parcel # Existing Use CoWmu(:;( M\?tAt n'<A14~ 51?'.lUbttTS 111/A Proposed Use rJIA Description of Work SQ, FT. #of Stories # of Bedrooms # of Bathrooms Name Address City State/Zip Telephone # Fax # )3V -ARPLICAN.T·-::Jgfcbritrilotor· "D· A:g;nf for:cifirtracfor."'.~io":-ciwnJr ""4]'Agent for '0wn~'r' ·_" _-' ·,. ,· __ ., ____ : ~-··· ----~ -~ ' -·:7:·; · ,--'.: . ·: .''.'. -~-: :; -· · --rNtkb g"' ·0A~L--, .. -1111 ·AkVMtroo .. iioi\'V·: -iF.5:tii'. · l--A -Mf5'A --..... -··· "· ·c.A ·· -· ~11.:ftJ'fJ:..sifoJ · .. Name Address ' City State/Zip Telephone # ~t1i99rbfif~~:e~1>~~-.:-_ ·:,:i~6' .. ':~Jtiilfg:Rv· v1C~Atf v~. Name Address City ' S~ate/Zip Telephone # [!k·, :9Q~Jl!ACTQ~ ;::co,r~·t~ANYflAM~-, _ , .> - (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). 1A'fl,-OR BA-t.,i.-7117 AtNM.A1)fJ f?Olrl). 'fi:SVI 1.--A M6SA cA j/q~J lbl'f-(;17 -8YOI Name Address ' City State/Zip Telephone# State License # 5 Cf 8 1,., 1 I License Class 13 A .A 5 B City Business License # I 2.-0 '-2. I(,;, ;TASCO PA-C-lflC I/JC, 300 /J, MAIJJ .St .. S'ffi t(J fAt,t-13(l{JO~· cA C/W~R 7'70-?'t-J-[3/35" Address ' Designer Name City State/Zip Telephone 2174 State License # ----'--'----- fa.:: Vl(Q_f!K!;RS~' COMP!:tl!SATJQN; _ ,. ,·;._;_:;_: , • "''· ,_ . , :--.: ·.::-· Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. g-I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company A 1--1.. \ \;' P l lJ SU~ A iJ C ~ Policy No. WC ] I l O 16 3 6 6 5 Expiration Date '-f ( f / 9 '1 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) 0 CERTIFICATE OF EXEMPT! N: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California. WARNING: Failu wor ers' co ensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars o th cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. X SIGNATUR)l"_,,,,==l,_~~~L.;~4~,,._:,_ ____ -:_~-----------DATE 6,. 2$-9 ~ it·.",.'...:..C1.' .. JiJi&UJ~b1r:~_:_:· ___ ,,__ ., ... ~:.~: ______ ,. _. _ --·~-·---·- 1 hereby """'"-"J,I,_,.. pt from the Contractor's License Law for the following reason: 0 I, as owner he property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have-the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted _with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number): ___________________________________________ _ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): _____________________________________________________ _ PROPERTY OWNER SIGNATURE _____________________ _ DATE liqtv,:}?1~:eJi:i1fsEcri0~ Fos1J:r;,t,i;/lef$1Pttirti!i. ~u1lpiil!o eji:tM.(r$ o)ilw ----------,' . ' -. Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. /,8~_:,:,.&Q.N~--:tfll.-!~T;IQt_,JJ_~~D_INC3-l\<?l;!\IC'( ~-.. -,, , ...... ___ -: _ ----_ -_ ~ -. -_ >, . : _' : _ _--, : --· ~--_----' I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME______________ LENDER'S ADDRESS _______________________ _ r1:1 ... :: -~!1Ptl~~r-.n:-,9E_IIT!('!~ATl9N1---: ~ • • ;,_, -,,','. -> ,. : -, , --_ ·, .J' __ , . • ,_: : ~ -· I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit\/ of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavation over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit iss d by the Building fficial under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit not · · s from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after t wo is com men ed for a p ' d f 180 days (Section 106.4.4 Uniform Building Code). DATE _5'~---~z~B....__-_9"--"S ____ _ PINK: Finance /. ]~ !. ' . f.r~~~ ·,1 f:, r;\.1~f\ -, . Lj_~t 1;. P¢~t~'J'y~-,f) .. r,: . , ::, :. ·_,-.'.; 1 ._..• -' j, ~ I •·/ \ 1 ' •• , •, :. ' I ' • , ., F~om.the fol!owing list;, determine:~~ pern:µt-type that_ best desc~l>es-th~ w_ork you pro~se to d~ •. Please put the c<?'1e of that pe~t-~ \Il~the .blapk lilt the top of the· p/ilg~ on. th~ _front'of ~ apphcaqon. R~1demtial. perrruts (only) atso reqwre the . · identification of. the structure-type to be-associated Wlth the ,permit. Choose a struc);ure-type from "List 2 -Structure-Types" and put its code in. tl-iet{lppropriate blank on the front of this application. • · · · \ .. '. l. •. J;tesi.dential Permi_ts ' ' -· Code .. p·escription APT ,'I',·., · Con,dq¢itµums " .neW, cfo~truction. ... 1---- 1 .. ! ;-, ' CVNNR l Conversion. COJ,'l,V~~-;aU\>r a. portion of a ;on~;e.sidential building t6 r.esiden~~ ~e, c~eating on~ 01" iq.ore-new ·. ~ ! • residential uni~... . · · _ · . ~-.. 1, .. '.,· CVNRN· ! l Conversion. Conveit one or mor~ r~id~ticJ•M:l:l building to non-resic;l~n:tihl'~ge.-i' I. . • : .•. : •• " ::. • • 11----.;,-,,,--t---,..------------~ ..... ---;.,,...--..,.:,,....,..---..,.:::;-------.----~---------------------~· CVNRR · C,~nversion. Incr~ase ~r reduce _th~· number of d~e(Hni units in a residential ~tni<;ture through, µiterl~r 1Jl.o4ificatioi1$, . · (i.e.: a four bedroom house conv~ed t.o a duplex, .~th 2 bedrooms each). . . . · · ,. · -. · . · . · · . · ·. . · . ' . i ' \ I V ~ \ ' • \ ( ' • 7 ' ' ( . '' J • r . . . f -r I ' :~ 1 ) ' I -. ·r ,' ~ . .,. ~ ' · "DEMO \ I .. Demolifion,oerrriit. :(Alsq specify type 1of structure from .List 2): ' '' 1 i ·. : ', 1 ' ·' • : '-. • ,' >~- DUP l •' MQHO: MOHON i •.\' RAD Duplex -new -constructjon. . . . • / -q• --- ' Mobile home, pre-fabricated house, or trailer ipstalled '(plumbed, wired~ in a mobile home park (see distinction from 0sµigle-fi;t!'fWYr~ige~c~,-~lo:w)~ ,;l'i·i·.: 1,,1 ;.t ,11' i.'.,, ,i ' ;;,-: -1', • , Residential additioil/alter~tion, creaµng no new dwelling tµtlt(s). RREISSUE. R~~Jdential perntlt._re-issue, ,,· t' RR:'EPAIR Residential building repair; Darnag¢, fire,_etc. ~PLACE R;esidential building :r~placell}eht (po arl.diqc,>_iiaJ tµ1ij:s),.. .... .. , , . , : " • . ,-, 1 , , \ I· .. • • • -, • ,-' t t -, .,. 1 -• r-1 t·, r 1 , • r · , '''.t • -A--4 •, \ , ~, • 1 ,, ~, -. 1 - sµigle~fcimil:Y, attath~;;r. n~w·constru.ctiori. A one-family house att~c;ned ·to c,:,~e 'or more 0th.er houses, with one or SFA .. more cs;>~op ~~vs extend~g i'ro~ (~undatioq tQ;•roof at, ,or fofyning, a lot .line; Has owrt Plumoing'an~ heat;µtg' ' 0svstem .. (e.9:::towrihousfi!,.r,o.whouse,half-plex).· ,, :, .· r .. 1 1. · , .,. ,.,., , • · 'single~famiiy;_det;~hed. :nE;?W coristruction: A one-family house with 6pen.are~ on all four sid~s .. ¥~Y have ~ii· attached c,>r lietached garage, or a business. May be a detached ~granny flat•. May bf? a mobile hqmE!-Of .tr?,ilet:' on a11 : ind,iyidual M, but no.t in. ~: inopilf;! home par!,<. · .. C()de Descriptj·on '.,,. CQM,. Co~ercial srru'cture, newcoIJStruction. CREIS.SUE : 'Comrnei:dal pe~t r~-issue:··. :: . ; ' Ir: C~~NR. ·. CoJJ$ercia.l buJld4lg, r,~pai.f. ,D.arn_age, fir~;-etc,.,. J,:_ '' ' .. CREPLACE · Commercial building -replc1.cement. I •c I. ' t " " • -· -''· • • -' ' • , --' -~ ., <:TI Commei:cial tenant hnpro:vf;!inent; . . . . . · , · · · , , .. n-..;._D __ E_M..,....0--+,D---l-.ti.,.:.'":,"'"' r,,,..,...· :......,.....,-,t--,-,-----,----~------.---..,.....-------------.,.._,---.,.,.,.z,,..·---/..,.,,_-._.-.. -.. :,... __ """i_ -'i-, -.-.--~_ . .,..·:.-.~-,,_-_..,. __ ----.--. --, -,n·. . emo 1 qn pemu, . · • · .. · __ . :11--.,..,...----,---+,-'--'---',-""------,',-----'-,.....,.----'--'---,------..----'----------.,.....---,---------.....::...,.,,."-----, .. -, .""· ----------,---11 ELEC Elec~ccl.l permit, for ele.ctrical work only. HOTEL Hotel or inq(el. (irt~luding Mc!.nag¢d Li~g).,Jriit l)otei) -'i1ew cbOlitfuctioi:i .. . ... , HO.TELR Hotel ·rf;!ndvation. '' ~ INDU~:T Indll$trial st:ruftµi:~,-n~w: cons~ction. :-'. (. ITI hJd45trihl tenant irhprovenient'. MECH Mechanical permit, for mechanical work only. · , MISC Miscellaneo~; .Use oniy if proposed' work doesn't fit anothen,,cfivity type, ... PATIO Pati_o a~d/oi;. qeck,. • P.LUM , . Plumbin~ p~rmit, for plumbin9: work only; . POOL . · Gunite pools a~d spas,. ,·.- i ·RETAIN·· Retaining waH.permit. SiGN .. ·sign constrµctioil/instaliation pemtlt .. :11_...,...,.so..,. ,...LAR_..,.,,...+-s_o_la_~_.e_n_er .... gy"" . ....:~.:..ys_t_e""'rn_. ms ___ ·. _t:...· a-il_a_tio.,..n,...·.._pe_rrru ..... _·_t""'(s ... pe,_..,..cify_' ,__stru....,.· c __ . tur __ -"'"f;! __ '--=type-=---· t_o'"".be..,..·_: s __ e_rv_ed_· _}·---,-----------·-----""'ii SPA Eactqry-made or Guhite . . Li.st 2. -$trµ~tµr~-1)pe (U5-e. wi_tl1 R,~sij~~~tial. ,Permit .Only) From the following list, determine the type of residential structure that· best describes the structure on which -you will ~ ·working. · Please put !h~. cqqe 9f that !ltntctur~, type Jn _the ~pprppriat!:! blank _at .the tOP pf_ tl:ie paste .on the front of tl:tlivaool.ication •. Code . . · ·oescr;ipti.on . . . . SFA SFD .. Single-family; attached. A one-family house attad:i.ed-·to one·,or m:ore other houses; with one or more corn.mop walls extending from foundation to roof at, or forming, a l9t Jine .. Has own plumbing and heating system (e.g.: toWI1h9use, row house, ha~f-plex). . . . . Singlesfcl.mily_ :detached: A '9IJe-fa11).ily hous/:!. With .open area 9,n, al! fot,1r .side$, May have an attacheq or.,detached · • :garage,, or a business. Mc\Y ·PEl :a qetached "granny, flat•. Ma:y be a mobile. ho.me or trailer on an individual Jot, but not· . ,in a m<:>bile home. park. . ·. . . . . . · . . . . . . · · ,. , .. MF2-4'.' . ' M.ulti-family, 2 .to' 4· un,it~: A resi~~~tial ~i:ructute 9n a sµigle lot, cont;j.r(µlg tw..o, thr~e. qr foll! dwellµig tµtl~ .. ·Qni~. mcl.Y share·rnas~er heating,' plumbing, or _ele~tticat, _servi~e (e:g.: ;dt,1ple~, t:riple)l:;'.qu.c\!i·plex). , · . . .. /< ·,1 MFS+ '. ' ... • ' ' ' • < -, ' -' • ~ • ~ • > ~ ._ • ., • , • • ' • '" • · · Multj-family:, s·,or.more unit$. $c\me all MF2-4, -excepqhl:! building ha.s a 'tle~~f fiye attached ~ts oh the ~.me Jot •.. 'MOHO :-~~bij~ ~p~e,_ pr~-fabtjcahid _ho~~. ~r trailer installed (pluinpeq, ~ed). irl:a ,q~b~~ p..9~e. pat;,k (~~e .. <lis~n9tion. (tom .. ·smgle-family·i;es1dence, above). . .. . ... · · ~-, .+ .. : •. · • :· --:· · · -·· -• • • • . • !' DATE: JUNE 5, 1998 JURISDICTION: CARLSBAD EsGil Corporation 'l.n Partnersliip witli {jovemment for 'Buifaing Safety PLAN CHECK NO.: 97-1249 REV. (PCR 98-89) SET: I PROJECT ADDRESS: 6925 EL CAMINO REAL PROJECT NAME: LIBRARY 0 APPLICANT ~URIS. 0 PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. • The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should ~e corrected and resubmitted for a complete recheck. D The check lis~ansmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: · • Esgil Corporation staff did not advise the applicant that the.plan check has been completed . . 0 Esgil Corporation staff did advise .the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person • REMARKS: Please specify the glazing for skylight shall be single layer with screen below it or multi-layer per Sections 2409.2 or 3. Also note the skylight framing will be 4" above the roof. The Skylight plans and calculations are under this perry,it. By: Ali Sadre Enclosures: Esgil Corporation 0 GA O. CM O EJ D PC 6/2 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 VALUATION AND PLAN CHECK FEE ..,. ~JURISDICTION: CARLSBAD PREPAREDB~ SADRE BUILDING ADDRESS: 6925 EL CAMINO REAL BUILDING PORTION DI Ill f"'\IIUI" /\ nc _....,,_...., ,...._, ~-__ ., , __ n \ \--i• "'• I SKYLIGHT SHOP 2 HRS. DRAWINGS Air Conditioning Fire Sprinklers TOTAL VALUE UBC Building Permit Fee: UBC Plan Check Fee: Comments: PLAN CHECK NO.: 97-1249 REV. DATE: 6/5 BUILDING OCCUPANCY: B/A3 TYPE OF CONSTRUCTION: NO CHANGE VALUATION VALUE MULTIPLIER ($) 87.15/HR. . 17 4.30 ESGIL FEE $ CITY FEE $ 217.88 Sheet 1 of 1 valuefee.dot .l!l "' Cl >, .r, "' 'It PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST ~ 06 ~l(f?Address 61P~ ~ Planner · hone (619) 438-1161, extension 4328 APN: ---~~S"':___.,;..:0:-.:..::;-=1--+,:---+--+---l-+---H----..---+-------- Zone: ____ _ CFD (in/out) # Circle One (If property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) tl Legend .c: (.) £ ~ Item Complete (D Item Incomplete -Needs your action D Environmental Review Required: YES NO TYPE ---- DATE OF COMPLETION: _____ _ Compliance with conditions of approval? If not, state conditions which require actlon. Conditions of Approval Discretionary Action Required: YES NO TYPE ---- APPROVAL/RESO. NO. _____ DATE ___ _ PROJECT NO. _______ _ OTHER RELATED CASES: __________________ _ Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO CA Coastal Commission Authority? YES__ NO If California Coastal Commission Authority:. Contact them at -3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. p(oo :1\:·---D . ' -. D i - o. D lnclusionary Housing Fee .req1;.1lted: YES __ NO .{Effective date of l.nclusionar:y Housing Ordinance--Ma.v 2.t, 1 9°93.) f""'--. ... ; . : .... , • DatE;:3 -~ritry Completed? YES .-'··No.·: ·· ... -Vi· ... , ·1 ' . . ·i ' ·. _, ,' ---- . -- ·$ite, Plan: .• ,,-.... '' ' ' ' -'\ ·. . - l. Provitfe -a f1,Jlly·_qirn~n~ier;iaL._site. ptan .,dr~wn to :scale. Show: North arrow, . .pr,Op~rty lir:ieS, easehienfs:L~XiSting arid proposed ·structures, Str~ets; .. existing · '.street improvements, :d·ght~of~way width, c;iimensional setbacks and e~isting topographica'I lines: 2. Provide leg_al .descriptioh pf property and .assessor's parcel number. Zoning: 1 . Setbacks: Front: Int: Side:. Street Side·:. ' ' He~r: J~(:)quired -~-------Shown -------'---- Requireq. Shown -----...:.,-- Re q Li ired Shown ----~---- Requited Shown -----,--'--'-- . ,,q,/'D ·o 2. Accessory St,Ucture Setbacks: ~ Front: Requirec;f "'-----------'------Shown ---------'- l~D D " l ~DD I • ~DD- i . tifoo ,Int. Si.de: Requi_red_. --~~--'-Shown ____ __,__..;_ Street Side: 'Re·qqired Shown -------'- He;-:1r: • Required Shown ------- 3. _L:ot Coverag~: Required ______ _,____ Shown ------ 4. Height: Required -'-------------Shown ------- .5. Parking,:· Sp~ces R!3quired . -'-,--~------Shown -----'---- Guest Spaces Required --'--'------Shown -------=-,,... ; Additional Comm!3nts.,_. --,---,---.-'"""""""------------------,---------.----.--- . ., PLANNINC/ENCINEERINC APPRO·VALS ADDRESS {a 9 dS C. c._ I<_ RESIDENTIAL RESIDENTIAL ADDITION MINOR ( < $10,000.00) . PLANNER -------- ENCINEiiln-7J1 ~ OcCS/MlsformS/Plannlng Engineering Approvals TENANT IMPROVEMENT CARLSBAD COMPANY STORES VILLACE FAIRE COMPLETE OFFICE BUILDINC DATE ------- DATE 1/;s/f cf ****************************·************************************************* * PROJECT: . * JOB NO. 737-4-98 * * Carlsbad City Library * BY: J.A. SADLER * * * CHK: D.A. BAUM * * * DATE 04/01/98 * ***************************************************************************** * * REFERENCES: * * * * * * * * * 1. UNIFORM BUILDING CODE 1994 EDITION 2. SPECIFICATION FOR ALUMINUM STRUCTURES THE ALUMINUM ASSOCIATION OCTOBER 1994 3. Sketches and· specifications by Leslie received 4-1-98 * D~SIGN CRITERIA: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ' 1 :0 ' MATERIAL: ALUMINUM EXTRUSIONS 6063-T5 2. WIND LOADING: -25 p)~ (. ~4' \ ~ DEAi> L-Q~ 0 :::-b pit ( 'Vs G>~s.). L, 1 vi:. l..OAP = '30 p,.-'. ( ,Pe.I'" s pe.c..) 3. ALLOW DEFLECTION: L/175 (PER LESLIE SKYLIGHTS 4. ALLOW. STRESSES: Properties pe~ Table 20-II-A Ref. 1. per Table 20-I-C APPROVED: DATE of Ref. 1 1603.5 Ref. 1 * * * * * * * * * * * * * * * * * * * * )* * * * *' * * * * * * * * * * * ----,-----,---------------------************************************************************************~**** * PREPARED FOR: * PREPARED BY: * * LESLIE SKYLIGHTS * JASCO PACIFIC INC. * * 230-A Roymar Road * 300 N. MAIN ST. SUITE 10 * * Oceanside, CA 92054 * FALLBROOK CA. 92028 * * 619 712-2080 * ~ 723-8135 j_ '2."2 * * * ·7t;o SHT. OF -.; J * ···································~:·;··;i;·,;·············~*:?l~S~ /. . ... *******~********************************************************************* * PROJECT: * JOB NO. 737-4-98 * * Carlsbad City Library * BY: J.A. SADLER * * * CHK: D.A. BAUM * * * DATE 04/01/98 * ***************************************************************************** * GENERAL NOTES_: * * * * * * * * * * * * * * * * * * * * 1. THE FOLLOWING C~LCULATIONS ARE FOR THE SPECIFIC ELEMENTS CALCULATED ON THESE SHEETS. UNLESS SPECIFICALLY CALCULATED THE FOLLOWING WERE NOT REVIEWED: A. GLASS AND GLAZING DESIGN B. THERMAL FORCES, STRESSES AND MOVEMENT C. SEALANT AND SEALANT JOINT DESIGN D. AIR AND WATER PENETRATION B. CAPACITY OF BUILDING STRUCTURE TO SUPPORT GLAZING SYSTEM F. ANY DETAILS NOT SPECIFICALLY SHOWN ON SHOP DRAWINGS 2. CONNECTION AND STIFFENING ELEMENTS SHOWN ON THESE CALCULATIONS HAVE BEEN EVALUATED TO BE STRUCTURALLY SOUND AND IN COMPLIANCE WITH REFERENCES LISTED ON SHEET 1~ BEFORE THESE ELEMENTS ARE FABRICATED IT IS THE RESPONSIBILITY OF THE GLAZING SYSTEM DESIGNER TO DETERMINE IF THE ELEMENTS WILL FIT TOGETHER OR CAN BE ASSEMBLED PROPERLY. * * * * * * * * * * * * * * * * * * * * 3. ALL APPROVALS OF THESE CALCULATIONS BY CONSULTANT, PUBLIC AGENCY* * ARCHITECT ETC. MUST BE OBTAINED BEFORE DIES ARE CUT, MATERIAL * * FABRICATED OR SHIPPED. JASCO PACIFIC, INC. IS NOT RESPONSIBLE * * FOR MATERIAL FABRICATED, SHIPPED OR ERECTED PRIOR TO ALL * * APPROVALS. * * * * 4. THE CAPACITY OF THE BUILDING STRUCTURE TO SUPPORT THE DEAD AND * * WIND LOADINGS HAS NOT BEEN EVALUATED. A COPY OF THESE CALCU-* * LATIONS SHOULD BE SUBMITTED TO THE PROJECT STRUCTURAL ENGINEER * * SO THAT THE ADEQUACY OF THE BUILDING STRUCTURE CAN BE EVALUATED.* * * * * 5. SPLICE LOCATIONS ARE ASSUMED AS SHOWN ON THE REFERENCE SHOP DRAWINGS. IF NO SPLICE IS SHOWN IT IS ASSUMED NOT TO BE THERE * * * * * 6. IF CONNECTION CONFIGURATION OR MATERIALS DIFFER FROM THOSE USED * * IN THIS SET OF CALCULATIONS IT SHALL BE BROUGHT TO THE ATTENTION* * OF JASCO PACIFIC, INC. PRIOR TO FABRICATION OR INSTALLATION. * * * * * * * * * 7. ALL SHEAR BLOCKS SHALL BE STEEL WITH A DRILLED HOLE OF MAX. DIAMETER EQUAL TO BOLT DIAMETER PLUS 1/3211 • 8. ALL BOLTS, LAG SCREWS, AND CONCRETE ANCHORS SHALL BE INSTALLED WITH AMERICAN STANDARD PLAIN WASHERS UNLESS NOTED OTHERWISE. ALL BOLTS SHALL BE ASTM A307 UNLESS NOTED OTHERWISE. * * * * * * * * ***************************************************************************** * PREPARED FOR: * PREPARED BY: * * LESLIE SKYLIGHTS * JASCO PACIFIC INC. * * 230-A Roymar Road * 300 N. MAIN ST. SUITE 10 * * Oceanside, CA 92054 * FALLBROOK CA. 92028 * * 619 712-2080 * (619) 723-8135 * * * SHT. '2,. OF~* ***************************************************************************** . ,.. ***************************************************************************** * PROJECT: * JOB NO. 737-4-98 * * Carlsbad City Library * BY: J.A. SADLER * * * CHK: D . A. BAUM * * * DATE 04/01/98 * **************************************W************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 9.· ALL DRILLED-IN CONCRETE ANCHORS SHALL BE INSTALLED A MINIMUM OF * 12 DI~ETERS ON CENTER AND A MINIMUM EDGE DISTANCE OF 6 DIAMETERS* UNLESS NOTED OTHERWISE IN THE CALCULATIONS. * IF "SPECIAL INSPECTION" IS NOTED IN THE CALCULATIONS ANCHORS * SHALL BE INSTALLED WITH A SPECIAL INSPECTOR AS SET FORTH IN * SECTION 1701 OF THE UBC. * * 10. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE* WITH THE AWS WELDING CODE AS FOLLOWS: * CERTIFICATION ALUMINUM STRUCT. STEEL LIGHT GUAGE (LESS THEN 3/16 IN.) REINFORCING STEEL CODE AWS Dl.2-90 AWS Dl.1-94 AWS Dl.3-89 AWS Dl.4-92 * * * * * * * UNLESS NOTED OTHERWISE ON CALCULATIONS WELDING SHALL BE PERFORMED* WITH SPECIAL INSPECTION AS SET FORTH IN SECTION 1701 OF THE UBC. * 11. INTERNAL STEEL STIFFENERS WHERE SPECIFIED SHALL BE FABRICATED USING ASTM A-36 STEEL FOR STRUCTURAL SHAPES AND ASTM A-569 FOR COLD FORMED SECTIONS. DIMENSIONS SHOWN IN THESE CALCULATIONS ARE APPROXIMATE; ACTUAL FABRICATED SIZE SHALL PROVIDE FOR A TIGHT FIT WITH A MAXIMUM OF 1/811 CLEARANCE. 12. ALL WELDING OF ALUMINUM SHALL BE IN ACCORDANCE WITH UBC SECTION 2012. WELDING OF ALUMINUM TO OCCUR ONLY AT LOCATIONS SPECIFICALLY SHOWN ON PLANS. * * * * * * * * * * * * * 13. WHERE ALIMINUM PA~TS ARE IN CONTACT WITH OR FASTENED TO STEEL * * MEMBERS OR OTHER DISSIMILAR MATERIALS THE ALUMINUM SHALL BE * * KEPT FROM DIRECT CONTACT AS SPECIFICED IN SECTION 2011.6.1 Ref.1 * * * * 14. ALL GLASS AND GLAZING SHALL MEET THE REQUIREMENTS FOR THE CURRENT* * UNIFORM BUILDING CODE CHAPTER 24. SAFETY GLAZING SHALL BE USED IN* * ALL AREAS WHERE REQUIRED. * * * * 15. ALL GLAZING AT A SLOPE OF 15 DEGREES OR GREATER WITH THE VERTICAL* * SHALL MEET THE REQUIREMENTS OF CHAPTER 24 OF THE UNIFORM BUILDING* * CODE. * * * * * **********************************~****************************************** * PREPARED FOR: * PREPARED BY: * * LESLIE SKYLIGHTS * JASCO PACIFIC INC. * * 230-A Roymar Road * 300 N. MAIN ST. SUITE 10 * * Oceanside, CA 92054 * FALLBROOK CA. 92028 * * 619 712-2080 * (619) 723-8135 * * * SHT. 3 OF °3? * ***************************************************************************** **************************************************************************:·** * PROJECT: * JOB NO. 737-4-98 * * Carlsbad City Library * BY: J.A. SADLER * * * CHK: D.A. BAUM * * * DATE 04/01/98 * ***************************************************************************** * * * * * 16 •· * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ALL LAG SCREWS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION * 25.1736 OF U.B.C. STANDARDS. LEAD HOLES SHALL BE DRILLED FOR * BOTH THE SHANK AND THREADED PORTION OF THE LAG SCREW. THE SCREW * SHALL BE INSTALLED BY TURNING WITH A WRENCH {NOT DRIVING WITH A * HAMMER) AND USING SOAP OR OTHER LUBRICANT TO FACILITATE * INSTALLATION. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ***************************************************************************** * PREPARED FOR: * PREPARED BY: * * LESLIE SKYLIGHTS * JASCO PACIFIC INC. * * 230-A Roymar Road * 300 N. MAIN ST. SUITE 10 * * Oceanside, CA 92054 * FALLBROOK CA. 92028 * * 619 712-2080 * (619) 723-8135 4 ~,_ * * * SHT. OF ;;r; * ***************************************************************************** , ..,. _H_ ...... -..... ~ s -, . .. o I • 7 . ~ iO l . II .... -. ~ -....... ,. __ .... . .. . ... _., ...... -· ·-· I \'2., l:> i4-. , I· I (,, A= XBAR= YBAR= Ixx= Iyy= sxxc= sxxt= Syyc= syyt= ry= rx= Pxy= rotation angle Iu=- Iv= 1 2 ·3 4 5 6 7 8 9 10 11 12 13· 14 is 16 17 18 19 20 21 22 23 24 25 26 27 28 B ·· 0.12 0.1 0.1 0.7-S 0.0625 0.35 0.125 1.25 0.1 0.1 0.125 0.1 0.1 1.2·5 0.12 0.1 0.1 0.75 0.0625 0.35 0.125 1.25 0.1 0.1 0.125 0.1 · 0.1 1.25 1.805 1.747576 1.25 1.849096 1.264514 1.058092 1.181589 1.011611 1.011611 0.836996 1. 012141 -8.9E-16 0 1.849096 1.264514 D 0.5 0.15 0.15 0.15 0.7 0.1 0.3 0.15 0.1 0.1 1.6 0.1 0.1 0.125 0.5 0.15 0.15 0.15 0.7 0.1 0.3 0.15 0.1 0.1 1.6 0.1 0.1 0.125 X 0.25 0.4 0.4 0.6 1 1 1.2 1.47 1.65 1.85 2.4 2.95 3.1 3.25 0.25 0.4 0.4 0.6 1 1 1.2 1 .. 47 1.65 1.85 2.4 2.95 3. :l 3.25 y 1.1 0.7 0.45 0.85 1.22 0.175 0.0625 0.625 0.35 0.2 0.0625 0.2 · 0.35 0.625 1.4 1.8 2.05 1.65 1.28 2.325 .2.4375 1.875 2.15 2.3 2.4375 2.3 2.15 1.875 -5 of :,"3 -..., l . " . ! "'-r.r ,_ ,, 1/ 1. __ '1 :. - .... ;:- . c; -r .. b . ,' A= XBAR= YBAR= Ixx= Iyy= sxxc= sxxt= Syyc= Syyt= ry= rx= ; Pxy= l ·rotation I _. i . ..,.1 Iu= --. , Iv= . ·1 " •I ··[ ··i 1 2 3 . l 4 5 6 7 ... 1.0555 0.938067 2.761653 0.470911 1.950897 0.502001 0.299099 0.706424 0.80009 1.359528 · o. 667944 -0.10314 angle 0 0.470911 i.950897 B D X y 1.1 0.06 0.03 0.55 0.15 0.06 0.6 0.6 0.08 0.85 0.5 0.7 3 0.125 1 2 0.125 2.3 1.3 3.6 0.5 0.125 2.45 .3.3 1.5 0.125 0.25 4.45 J C> i1 ~ Carlsbad City Library Skylt #1 Pyramid 1 5 33 + ,,. _I 132 3531 130 29 28 15 '"' ., ~, -g.'s I I_/~= .7 ~~ 1u ,z;. I "it 1s E -'-~s ~~--!~: .. ----"i ti:-----=-~:1-----~.~: .. ;,----~;~~j" 17 7(,- rn,,, c~" ,-~ .,.;:, /T _,_, .ef·2,· Y~s 120 "(·_;::~ Solution: LC -1 dead+live ~}1 ·"~~].~ 125 ( --.. ......._ ·-- ~~ -~ ... ;,:; "¥l~3 I 24 . ..... 22 22 -:;_2, 23 -..........111 :::~;~::-;, 'If I ... I ~ '1"l -~ ~ ·-.,.."' ~J~, .,..,,., ,.: RISA-3D (R) Version 3.01 Jasc~Pacific, Inc. 300 North Main Street, #10 Fallbrook, CA 92028 Carlsbad City Library .Skyl t #1 Pyramid Job: 737-04-98 Page: 10 Date: 4/02/98 File: 73704981 Uni ts ... ·. . . . . . . . . . . . . . . . . . . . . . . . . . US Standard Steel Code •••••••••.•.•••••.••..•. AISC 9th Edition ASD Allowable stress Increase Factor •• 1.333 Include Shear Deformation ......... Yes Include warping ••.....•.•......... Yes No. of Sections for Member Cales .. 3 Do Redesign .............•......... Yes P-Delta Analysis Tolerance •.••••.• 0.50% Vertical Axis ...•.•.•....•........ Y < Joint Displacements, Joint +-------~-Translation--------+ No. X y z LC 4 . dead+live > . +-----------Rotation X Rotate Y Rotate ----------+ Z Rotate -----------in---------in---------in----------rad--------rad--------rad------ 1 -0.017 -0.014 -0.323 0.00149 -0.00146 -0.00007 2 0.000 0.000 0.000 0.00000 0.00000 0.00000 3 -0.038 -0.022 -0.437 0.00088 -0.00083 0.00008 4 -0.021 -0.010 -0.226 0.00654 -0.00658 -0.00028 5 -0.031 0.003 0.000 0.01291 0.01011 0.00052 6 0.030 -0.039 -0.682 -0.00152 -0.00443 0.00002 7 0.020 -0.031 -0.533 0.00989 0.00707 0.00054 8 -0.034 -0.028 0.000 -0.01247 0.01261 -0.00046 9 0.033 0.012 -0.704 0.00331 -0.00332 0.00024 10 0.023 0.006 -0.560 -0.00860 0.00871 -0.00035 11 -0.003 -0.031 0.000 -0.01000 -0.01304 0.00018 12 -0.066 0.009 -0.683 0.00442 0.00154 -0.00055 13 -0.056 0.001 -0.533 -0.00699 -0.00998 -0.00005 14 -0.074 0.011 0.000 0.00999 0.02292 0.00000 15 -0.090 -0.052 o. oo·o -0.00151 0.02000 0.00000 16 -0.074 0.005 0.000 0.00148 0.02399 0.00000 17 -0.091 0.041 0.000 0.00336 0.02046 0.00000 18 -0.076 -0.031 0.000 -0.00866 0.02407 0.00000 19 -0.014 -0.093 0.000 -0.02364 0.00864 0.00000 20 0.060 -0.112 0.000 -0.01703 -0.00328 0.00000 21 0.002 -0.071 0.000 -0.01244 -0.00147 0.00000 22 -0.078 -0.111 0.000 -0.01658 0.00144 0.00000 23 -0.014 -0.093 0.000 -0.02251 -0.00997 0.00000 24 0.038 -0.028 0.000 -0.00700 -0.02293 0.00000 25 0.054 0.047 0.000 0.00451 -0.02000 0.00000 26 0.040 0.005 0.000 0.00150 -0.02399 0.00000 27 0.039 -0.014 0.000 0.00086 -0.01489 0.00000 28 0.019 0.017 0.000 0.00659 -0.01014 0.00000 29 0.007 0.029 0.000 0.00972 -0.00653 0.00000 30 -0.031 0.056 0.000 0.01146 -0.00085 0.00000 31 0.001 0.043 0.000 0.01244 -0.00144 0.00000 32 0.068 0.082 0.000 0.01658 -0.00443 0.00000 33 -0.009 0.063 0.000 0.02250 0.00698 0.00000 8 OF ?} ,; RISA-3D (R) Version 3.01 Jasco Pacific, Inc. 300 North Main Street, #10 Fallbrook, CA 92028 Carlsbad city Library Skylt #1 Pyramid Job: 737-04-98 Page: 11 Date: 4/02/98 File: 73704981 ----------------------< Reactions, LC 4 : dead+live >---------------------- Joint +-----------Forces-----------+ ·+-----------Moments----------+ No. X Y Z Mx My Mz -----------K----------K----------K-----------K-ft-------K-ft-------K-ft----- 2 0.00 o.oo 0.68 -0.54 0.54 0.00 5 0.00 o.oo 0.58 0.00 0.00 0.00 8 o.oo o.oo 0.59 0.00 o.oo 0.00 11 o.oo 0.00 0.58 0.00 0.00 0.00 19 0.00 o.oo 0.07 0.00 o.oo 0.00 20 0.0'0 o:oo 0.14 0.00 o.oo 0.00 21 0.00 0.00 0.20 0.00 o.oo 0.00 22 0.00 0.00 0.14 o.oo o.oo o.oo 23 0.00 o.oo 0.07 0.00 o.oo 0.00 29 0.00 o.oo 0.07 0.00 o.oo 0.00 30 0.00 0.00 0.14 0.00 o.oo 0.00 31 0.00 o.oo 0.20 0.00 o.oo o.oo 32 0.00 0.00 0.14 0.00 0.00 0.00 33 o.oo o.oo 0.07 0.00 o.oo 0.00 14 0.00 0.00 0.07 0.00 0.00 o.oo 15 o.oo o.oo 0.14 o.oo o.oo 0.00 16 0.00 0.00 0.20 0.00 o.oo o.oo 17 0.00 o.oo 0.14 0.00 o.oo o.oo 18 0.00 0.00 0.07 0.00 0.00 o.oo 24 0.00 0.00 0.07 o.oo o.oo 0.00 25 0.00 0.00 0.14 0.00 0.00 0.00 26 0.00 0.00 0.20 o.oo o.oo 0.00 27 0.00 o.oo 0.14 o.oo o.oo 0.00 28 o.oo 0.00 0.07 0.00 o.oo o.oo · Totals: 0.00 0.00 4.86 Center of Gravity Coordinates (X,Y,Z) . No Calculation . < Member Section Forces, LC 4 : dead+live >---------------- Member Joints Shear Shear Moment Moment I J Sec Axial y-y z-z Torque y-y z-z ----------------------K--------K--------K-------K-ft------K-ft-------K-ft--- 1 1-3 1 3.19 0.02 0.15 o.oo 0.00 o.oo 2 3- 3 4- 2 3.19 0.02 0.15 o.oo 0.21 -0.03 3 3.19 0.02 0.15 0.00 0.42 -0.05 4 1 2 3 2 1 2 3 3.22 3.22 3.22 3.24 3.24 3.24 -0.02 -0.12 -0.02 -0.12 -0.02 -0.12 -0.03 -0.25 -0.03 -0.25 -0.03 -0.25 o.oo 0.00 o.oo 0.00 0.00 0.00 0.42 0.25 0.08 0.08 -0.28 -0.64 -0.05 -0.03 -0.01 -0.01 0.04 0.08 -----------------------------·----------------------------------------------4 1-6 1 3.18 0.03 -0.20 0.00 0.00 0.00 2 3.18 0.03 -0.20 0.00 -0.29 -0.04 3 3.18 0.03 -0.20 0.00 -0.58 -0.08 °i eF 11J RISA-3D (R) Version 3.01. Jasco Pacific, Inc. 300 North Main Street, #10 Fallbrook, CA 92028 Carlsbad City Library Skylt #1 Pyramid Job: 737-04-98 Page: 12 Date: 4/02/98 File: 73704981 < Member Section Forces, LC 4 : dead+live >=== Member Joints Shear Shear Moment Moment I J Sec Axial y-y z-z Torque y-y z-z ----------------------K--------K--------K-------K-ft------K-ft-------K-ft--- 5 6- 6 7- 7 1 2 3 5 1 2 3 3.22 3.22 3.22 3.23 3.23 3.23 -0.01 -0.01 -0.01 -0.02 -0.02 -0.02 0.06 0.06 0.06 0.19 0.19 0.19 o.oo 0.00 0.00 0.00 o.oo 0.00 -0.58 -0.08 -0.50 -0.07 -0.41 -0.06 -0.41 -0.06 -0.13 -0.02 0.15 0.01 ----------------------------------------------------------------------------7 8 9 1-9 1 2 3 9-10 1 2 3 10-8 1 2 3 3.18 3.18 3.18 3.22 3.22 3.22 3.23 3.23 3.23 -0.03 -0.03 -0.03 0.01 0.01 0.01 0.02 0.02 0.02 -0.21 -0.21 -0.21 0 • .06 0.06 0.06 0.19 0.19 0.19 0.00 0.00 o.oo 0.00 o.oo 0.00 0.00 o.oo 0.00 o.oo -0.30 -0.60 -0.60 -0.52 -0.44 -0.44 -0.17 0.10 0.00 0.04 0.08 0.08 0.07 0.06 0.06 0.03 -0.01 ----------------------------------------------------------------------------10 11 . 12 13 1-12 1 2 3 12-13 1 2 3 13-11 1 2 3 14-7 1 2 3 3.18 3.18 3.18 3.22 3.22 3.22 3.23 3.23 3.23 0.01 0.00 -0.01 -0.03 -0.03 -0.03 0.01 0.01 0.01 0.02 0.02 0.02 0.00 o.oo o.oo 0.21 0.21 0.21 -0.06 -0.06 -0.06 -0.19 -0.19 -0.19 0.07 o.oo -0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo o.oo o.oo 0.00 o.oo o.oo 0.29 0.58 0.58 0.50 0.41 0.41 0.13 -0.15 0.00 0.03 o.oo o.oo 0.04 0.07 0.07 0.06 0.05 0.05 0.02 -0.02 o.oo o.oo 0.00 ----------------------------------------------------------------------------14 15- 15 16- 6 1 2 3 1 1 2 3 0.02 0.00 -0.02 0.04 o.oo -0.04 o.oo o.oo o.oo 0.00 0.00 0.00 0.13 0.00 -0.13 0.20 0.00 -0.20 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.14 0.00 0.00 0.30 0.00 0.00 o.oo 0.00 o.oo o.oo o.oo ----------------------------------------------------------------------------16 17-9 1 0.02 o.oo 0.13 o.oo 0.00 0.00 RISA-3D (R) Version 3.01 Jasco Pacific, Inc. 300 North Main Street, #10 Fallbrook, CA 92028 Carlsbad City Library Skylt #1 Pyramid Job: 737-04-98 Page: 13 Date: 4/02/98 File: 73704981 =====;.<.Member Section Forces, LC 4 : dead+live > Member Joints Shear Shear Moment Moment I J Sec Axial y-y z-z Torque y-y z-z ----------------------K--------K--------K-------K-ft------K-ft-------K-ft--- 17 18 2 0.00 0.00 0.00 0.00 0.14 o.oo 3 -0.02 0.00 -0.13 0.00 o.oo o.oo 18-10 1 2 3 19-10 1 2 3 0.01 0.00 -0.01 0.01 o.oo -0.01 0.00 0.00 0.00 -0.07 o.oo 0.07 0.07 0.00 -0.07 0.00 0.00 0.00 0.00 0.00 0.00 o.oo o.oo 0.00 o.oo 0.03 0.00 a.do 0.00 0.00 o.oo o.oo o.oo 0.00 0.03 0.00 ----------------------------------------------------------------------------19 20 21 22 20- 21- 9 1 2 3 1 1 2 3 22-12 1 2 3 23-13 1. 2 3 0.02 0.00 -0.02 0.04 o.oo -0.04 0.02 · 0. 00 -0.02 0.01 0.00 -0.01 -0.13 o.oo 0.13 -0.20 0.00 0.20 -0.13 o.oo 0.13 -0.07 0.00 0.07 o.oo 0.00 0 .·00 0.00 0.00 0.00 0.00 o.oo o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo o.oo 0.00 0.00 0.00 0.00 0.00 o.oo o.oo o.oo o.oo 0.00 o.oo o.oo o.oo 0.00 0.00 0.00 o.oo 0.14 0.00 0.00 0.30 o.oo 0.00 0.14 o.oo 0.00 0.03 0.00 ----------------------------------------------------------------------------23 24 25 24-13 1 2 3 25-12 1 2 3 26-,1 1 2 3 0.01 0.00 -0.01 0.02 o.oo -0.02 0.04 0.00 -0.04 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 -0.07 o.oo 0.07 -0.13 o.oo 0.13 -0.20 0.00 0.20 0.00 0.00 0.00 0.00 0.00 o.oo o.oo 0.00 0.00 o.oo -0.03 o.oo o.oo -0.14 o.oo 0.00 -0.30 o.oo 0.00 o.oo o.oo o.oo o.oo o.oo 0.00 0.00 o.oo ----------------------------------------------------------------------------26 27-3 1 0.02 o.oo -0.13 0.00 0.00 0.00 2 0.00 0.00 0.00 o.oo -0.14 0.00 3 -0.02 0.00 0.13 o.oo o.oo o.oo 27 28-4 1 0.01 0.00 -0.07 o.oo 0.00 o.oo 2 o.oo 0.00 0.00 0.00 -0.03 o.oo 3 -0.01 0.00 0.07 o.oo 0.00 0.00 II OF ~, RISA-3D (R) Version 3.01 Jasco Pacific, Inc. 300 North Ma~n Street, #10 Fallbrook, CA 92028 Carlsbad City Library Skylt #1 Pyramid Job: 737-04-98 Page: 14 Date: 4/02/98 File: 73704981 ----------------< Member Section Forces, LC 4 : dead+live >---------------- Member Joints Shear Shear Moment Moment I J Se9 Axial y-y z-z Torque y-y z-z ----------------------K--------K--------K-------K-ft------K-ft-------K-ft--- · 28 29-4 1 2 3 0.01 o.oo -0.01 0.07 0.00 -0.07 0.00 o.oo 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 o.oo -0.03 0.00 --------------~-------------------------------------------------------------·29 30- 30 31- 31 32- 32 33- 33 11- 3 1 2 3 1 1 2 3 6 1 2 3 7 1 2 3 8 1 2 3 0.02 0.00 -0.02 0.04 0.00 -0.04 0.02 0.00 -0.02 0.01 0.00 -0.01 -2.25 -2.25 -2.25 0.13 o.oo -0.13 0.20 0.00 -0.20 0.13 0.00 -0.13 0.07 o.oo -0.07 o.oo o.oo 0.00 0.00 0.00 0.00 0.00 o.oo o.oo 0 •. 00 o.oo 0.00 0.00 o.oo 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 -0.01 -0.01 -0.01 0.00 o.oo 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 o.oo -0.07 -0.07 -0.07 0.00 -0.14 0.00 0.00 -0.30 0.00 0.00 -0.14 0.00 0.00 -0.03 0.00 0.00 0.00 o.oo ----------------------------------------------------------------------------34 8-5 1 -2.25 o.oo 0.00 0.01 0.07 0.00 2 -2.25 o.oo 0.00 0.01 0.07 0.00 3 -2.25 0.00 o.oo 0.01 0.07 0.00 35 5-2 1 -2.25 0.00 -0.01 0.03 0.11 0.01 2 -2.25 o.oo -0.01 0.03 0.03 o.oo 3 -2.25 o.oo -0.01 0.03 -0.05 o.oo ----------------------------------------------------------------------------36 2-11 1 -2.25 0.00 -0.01 -0.03 0.05 0.00 2 -2.25 o.oo -0.01 -0.03 -0.03 0.00 3 -2.25 0.00 -0.01 -0.03 -0.11 0.00 < Member Stresses, LC 4 : dead+live >------------------- Member Shear Shear+--------------Bending--------------+ Sec Axial y-y z-z y-top y-bot z-top z-bot -------------Ksi-------Ksi-----Ksi------Ksi-~-----Ksi-------Ksi-------Ksi--- 1 1 1.77 0.01 0.10 0.00 0.00 o.oo o.oo 2 1.77 0.01 0.10 0.28 -0.25 2.49 -2.49 3 1.77 0.01 0.10 0.57 -0.51 4.98 -4.98 RISA-3D (R) Version 3.01 Jasco Pacific, Inc. 300 North Main Street, #10 Fallbrook, CA 92028 Carlsbad City Library Skylt #1 Pyramid Job: 737-04-98 Page: 15 Date: 4/02/98 File: 73704981 -------------------< Member Stresses, LC 4 : dead+live >------------------- Member Shear Shear+~-------------Bending--------------+ Sec Axi~l y-¥ z7z y-~op y-~ot z-~op z-~ot -------------Ks1-------Ks1-----Ks1------Ks1-------Ks1-------Ks1-------Ks1--- 2 1 1.79 -0.01 -0.08 0.57 -0.51 4.98 -4.98 2 1.79. -0.01 -0.08 0.32 -0.29 2.94 -2.94 3 1.79 -0.01 -0.08 0.07 -0.06 0.90 -0.90 3 1 2 3 4 1 2 3 5 1 6 2 3 1 2 3 1.80 1.80 1.80 1. 77 1.77 1. 77 1.79 1.79 1.79 1.80 1. 80 1.80 -0.02 -0.02 -0.02 0.02 0.02 0.02 0.00 0.00 0.00 -0.02 -0.02 -0.02 -0.17 -0.17 -0.17 -0.14 -0.14 -0.14 0.04 0.04 0.04 0.13 0.13 0.13 0.07 -0.44 -0.95 0.00 0.43 0.85 0.85 o .• 75 0.64 0.64 0.27 -0.09 -0.06 0.39 0.85 0.00 -0.38 -0.76 -0.76 -0.67 -0.57 -0.58 -0.25 0.08 0.90 -3.38 -7.65 o.oo -3.48 -6.95 -6.95 -5.90 -4.84 -4.84 -1.55 1.74 -0.90 3.38 7.65 0.00 3.48 6.95 6.95 5.90 4.84 4.84 1.55 -1.74 ----------------------------------------------------------------------------7 1 1.77 -0.02 -0.14 0.00 0.00 0.00 0.00 2 1.77 -0.02 -0.14 -0.43 0.38 -3.57 3.57 3 1.77 -0.02 -0.14 -0.86 0.77 -7.13 7.13 8 1 1.79 o.oo 0.04 -0.86 0.77 -7.13· 7.13 2 1.79 0.00 0.04 -0.75 0.68 -6.17 6.17 3 1.79 o.oo 0.04 -0.65 0.58 -5.20 5.20 ----------------------------------------------------------------------------9 1 1.80 0.02 0.13 -0.65 0.58 -5.20 5 .·20 2 1.80 0.02 0.13 -0.29· 0.26 -2.00 2.00 3 1.80 0.02 0.13 0.08 -0.07 1.20 -1.20 ----------------------------------------------------------------------------10 1 2 3 11 1 2 3 12 1 2 3 13 1 2 1.77 1.77 1. 77 1.79 1.79 1.79 1.80 1.80 1.80 0.01 o.oo -0.02 -0.02 -0.02 o.oo o.oo 0.00 0.02 0.02 0.02 0.00 o.oo 0.14 0.14 0.14 -0.04 -0.04 -0.04 -0.13 -0.13 -0.13 0.07 0.00 o.oo -0.41 -0.83 -0.82 -0.70 -0.58 -0.59 -0.20 0.18 0.00 0.00 0.00 0.37 0.74 0.74 0.63 0.52 0.53 0.18 -0.16 0.00 0.00 o.oo 3.48 6.96 6.96 5.91 4.85 4.85 1.56 -1.73 o.oo 1.11 0.00 -3.48 -6.96 -6.96 -5.91 -4.85 -4.85 -1.56 1.73 0.00 -1.11 RISA-3D (R) Version 3.01 Jase~ Pacific, Inc. 300 North Main Street, #10 Fallbrook, CA 92028 Carlsbad City Library Skylt #1 Pyramid Job: 737-04-98 Page: 16 Date: 4/02/98 File: 73704981 -------------------< Member Stresses, LC 4 : dead+live > ===----~ ~ Member Shear Shear+--------------Bending--------------+ Sec· Axial y-y z-z y-top y-bot z-top z-bot -------------Ksi-------Ksi-----Ksi------Ksi-------Ksi-------Ksi-------Ksi--- 3 -0.01 o.oo -0.07 0.00 0.00 0.00 0.00 14 1 2 3 15 1 2 3 16 1 2 3 0.02 0.00 -0.02 0.03 0.00 -0.03 0.02 0.00 -0.02 o.oo o.oo o.oo o.oo 0.00 0.00 0.00 0.00 0.00 0.14 0.00 -0.14 0.21 0.00 -0.21 0.14 0.00 -0.14 0.00 o.oo o.oo o.oo o.oo 0.00 0.00 o.oo o.oo 0.00 0.00 0.00 o.oo 0.00 0 .. 00 o.oo 0.00 0.00 0.00 4.44 . 0.00 o.oo 10.00 0.00 o.oo 4.44 0.00 o.oo -4.44 0.00 o.oo -10.00 o.oo o.oo -4.44 0.00 ----------------------------------------------------------------------------17 1 0.01 o.oo 0.07 o.oo 0.00 0.00 0.00 2 0.00 o.oo o.oo o.oo o.oo 1.11 -1.11 3 -0.01 0.00 -0.07 o.oo 0.00 0.00 0.00 18 1 0.01 -0.07 0.00 0.00 0. 00· o.oo 0.00 2 0.00 o.oo o.oo -0.55 0.31 o.oo o.oo 3 -0.01 o·. 07 o.oo o.oo 0.00 0.00 0.00 ----------------------------------------------------------------------------19 1 0.02 -0.14 o.oo 0.00 0.00 0.00 0.00 2 0.00 0.00 0.00 -2.21 1.26 0.00 o.oo 3 -0.02 0.14 0.00 0.00 0.00 0.00· 0.00 ---------------------· ------------------------------------------------------20 1 0.03 -0.21 0.00 o.oo 0.00 o.oo o.oo 2 0.00 0.00 0.00 -4.98 2.83 o.oo o.oo 3 -0.03 0.21 o.oo o.oo o.oo 0.00 o.oo 21 1 0.02 -0.14 o.oo 0.00 0.00 0.00 o.oo 2 0.00 0.00 0.00 -2.21 1.26 o.oo 0.00 3 -0.02 0.14 0.00 o.oo 0.00 0.00 o.oo ----------------------------------------------------------------------------22 1 0.01 -0.07 o.oo o.oo 0.00 o.oo o.oo 2 0.00 o.oo 0.00 -0.55 0.31 0.00 o.oo 3 -0."01 0.07 o.oo 0.00 0.00 o.oo o.oo ----------------------------------------------------------------------------23 1 2 3 24 1 2 3 0.01 0.00 -0.01 0.02 0.00 -0.02 0.00 o.oo 0.00 o.oo o.oo 0.00 -0.07 0.00 0.07 -0.14 0.00 0.14 o.oo o.oo 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 o.oo 0.00 0.00 o.oo -1.11 0.00 0.00 -4.44 0.00 o.oo 1.11 o.oo 0.00 4.44 o.oo RISA-3D (R) Version 3.01 Jasco Pacific, Inc. 300 North Main street, #10 Fallbrook, CA 92028 Carlsbad City Library Skylt #1 Pyramid Job: 737-04-98 Page: 17 Date: 4/02/98 File: 73704981 ===========< Member Stresses, LC 4 : dead+live >------------------- Member Shear Shear+--------------Bending--------------+ Sec Axial y-y z-z y-top y-bot z-top z-bot -------------Ksi-------Ksi-----Ksi------Ksi-------Ksi-------Ksi-------Ksi--- 25 1 0.03 o.oo -0.21 o.oo o.oo o.oo 0.00 2 0.00 0.00 0.00 o.oo 0.00 -10.00 10.00 3 -0.03 o.oo 0.21 o.oo 0.00 0.00 o.oo 26 1 2 3 27 1 2 3 28 1 2 3 29 .1 2 3 30 1 31 2 3 1 2 3 0.02 0.00 -0.02 0.01 0.00 -0.01 0.01 o.oo -0.01 0.02 0.00 -0.02 0.03 0.00 -0.03 0.02 0.00 -0.02 0.00 o.oo 0.00 0.00 0.00 o.oo 0.07 0.00 -0.07 0.14 o.oo -0.14 0.21 0.00 -0.21 0.14 0.00 -0.14 -0.14 o.oo 0.14 -0.07 0.00 0.07 o.oo 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 o.oo o.oo 0.00 0.00 0.00 0.00 o .. 55 o.oo 0.00 2.21 o.oo o.oo 4.98 0.00 o.oo 2.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.31 0.00 0.00 -1.26 0.00 0.00 -2.83 0.00 0.00 -1.26 o.oo 0.00 -4.44 0.00 0.00 -1.11 o.oo 0.00 o.oo 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 4.44 0.00 0.00 1.11 o.oo o.oo o.oo o.oo 0.00 o.oo 0.00 0.00 0.00 o.oo 0.00 0.00 o.oo ----------------------------------------------------------------------------32 1 2 3 33 1 2 3 34 1 2 3 35 1 2 3 36 1 2 0.01 o.oo -0.01 -2.14 -2.14 -2.14 -2.14 -2.14 -2.14 -2.14 -2.14 -2.14 -2.14 -2.14 0.07 o.oo -0.07 0.00 0.00 0.00 o.oo o.oo 0.00 0.00 0.00 o.oo 0.00 o.oo 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 o.oo 0.00 -Ci.02 -0.02 -0.02 -0.02 -0.02 0.00 0.55 o.oo -No Cale- -No Cale- -No Cale- -No Cale- 0.00 o.oo o.oo -0.31 0.00 0.00 0.00 o.oo 0.00 RISA-3D (R) Version 3.01 Jasco Pacific, Inc. 300 North Main street, #10 Fallbrook, CA 92028 Carlsbad City Library Skylt #1 Pyramid Job: 737-04-98 Page: 18 Date: 4/02/98 File: 73704981 < Member Stresses, LC 4 : dead+live > Member Shear Shear +--------------Be_nding --------------+ Sec· Axi~l y-r z~z y-~op y-~ot z-~op z-~ot -------------Ks1-------Ks1-----Ks1------Ks1-------Ks1-------Ks1-------Ks1--- 3 -2.14 0.00 ·-0.02 RISA-3D (R) Version 3.01 Jasco Pacific, Inc. 300 North Main street, #10 Fallbrook, CA 92028 Carlsbad City Library Skylt #1 Pyramid Uni ts. . . . . . . . . . . . . . . . . . . . . . . . . . . . . US Standard Job: 737-04-98 Page: 19 Date: 4/02/98 File: 73704981 steel Code. • • • • . • • • • • • • • • • • • • • • • • . AISC 9th Edition ASD Allowable Stress Increase Factor •. 1.333 Include Shear Deformation •••.•••.• Yes Include Warping ••••••••••••.• ~ • . . • Yes No. of Sections for Member Cales •• 3 Do Redesign ........................ Yes P-Delta Analysis Tolerance •.••••.. 0.50% Vertical Axis ..................... Y =================< Joint Displacements, LC 5 : dead+wind >================= Joint +---------Translation --------+ +-----------Rotation ----------+ No. X y z X Rotate Y Rotate Z Rotate -----------in---------in---------in----------rad--------rad--------rad------ 1 0.010 0.008 0.185 -0.00085 0.00083 0.00004 2 0.000 0.000 0.000 0.00000 0.00000 0.00000 3 0.022 0.012 0.250 -0.00050 0.00047 -0.00005 4 0.012 0.006 0.129 -0.00374 0.00376 0.00016 5 0.018 -0.002 0.000 -0.00737 -0.00578 -0.00030 6 -0.017 0.022 0.390 0.00087 0.00253 -0.00001 7 -0.012 0.018 0.304 -0.00565 -0.00404 -0.00031 8 0.019 0.016 0.000 0.00712 -0.00721 0.00026 9 -0.019 -0.007 0.403 -0.00189 0.00190 -0.00014 10 -0.013 -0.003 0.320 0. 00492. -0.00497 0.00020 11 0.002 0.018 0.000 0.00571 0.00745 -0.00010 12 0.038 -0.005 0.390 -0.00252 -0.00088 0.00031 13 0.032 -0.001 0.305 0.00399 0.00570 -.-0.00003 14 0.042 -0.006 0.000 -0.00571 -0.01310 0.00000 15 0.051 0.029 0.000 0.00086 -0.01143 0.00000 16 0.042 -0.003 0.000 -0.00084 -o. 01371 0.00000 17 0.052 -0.023 0.000 -0.00192 -0.01169 0.00000 18 0.044 0.018 0.000 0.00495 -0.01375 0.00000 19 0.008 0.053 0.000 0.01351 -0.00494 0.00000 20 -0.035 0.064 0.000 0.00973 0.00187 0.00000 21 -0.001 0.040 0.000 0.00711 0.00084 0.00000 22 0.045 0.063 0.000 0.00947 -0.00082 0.00000 23 0.008 0.053 0.000 0.01286 0.00570 0.00000 24 -0.022 0.016 0.000 0.00400 0.01311 0.00000 25 -0.031 -0.027 0.000 -0.00258 0.01143 0.00000 26 -0.023 -0.003 0.000 -0.00086 0.01371 0.00000 27 -0.022 0.008 o~ooo -0.00049 0.00851 0.00000 28 -0.011 -0.010 0.000 -0.00376 0.00580 0.00000 29 -.o. 004 -0.017 0.000 -0.00555 0.00373 0.00000 30 0.018 -0.032 0.000 -0.00655 0.00048 0.00000 31 -0.001 -0.025 0.000 -0.00711 0.00082 0.00000 32 -0.039 -0.047 0.000 -0.00947 0.00253 0.00000 33 0.005 -0.036 0.000 -0.01285 -0.00399 0.00000 ll oP ~3 RISA-JD (R) .Version 3.01 Jasco Pacific, Inc. Job: 737-04-98 _Page: 20 300 North Main Street, #10 Fallbrook, CA 92028 Carlsbad City Library Skylt #1 Pyramid < Reactions, LC Joint +-----------Forces -----------+ No. X y z Date: 4/02/98 . File: 73704981 5 . dead+wind >====================== . +·----------Moments ----------+ Mx My Mz -----------K----------K----------K-----------K-ft-------K-ft-------K-ft----- 2 0.00 o.oo -0.39 0.31 -0.31 0.00 ·5 0.00 0.00 -0.33 o.oo o.oo o.oo 8 0.00 0.00 -0.34 0.00 0.00 0.00 11 o.oo o.oo -0.33 0.00 o.oo 0.00 19 0.00 0.00 -0.04 o.oo o.oo 0.00 20 0.00 o.oo -0.08 0.00 0.00 0.00 21 o.oo o.oo -0.12 0.00 0.00 0.00 22 0.00 o.oo -0.08 o.oo o.oo 0.00 23 0.00 0.00 -0.04 0.00 0.00 o.oo 29 0.00 o.oo -0.04 o.oo o.oo o.oo 30 0.00 0.00 -0.08 0.00 o.oo 0.00 31 o.oo o.oo -0.12 0.00 o.oo 0.00 32 o.oo 0.00 -0.08 0.00 o.oo o.oo 33 0.00 o.oo -0.04 o.oo o.oo 0.00 14 o.oo o.oo -0. 04· 0.00 o.oo 0.00 15 o.oo 0.00 -0.08 0.00 o.oo o.oo 16 o.oo o.oo -0.12 0-. 00 0.00 0.00 17 0.00 0.00 -0.08 0.00 0.00 0.00 18 0.00 o.oo -0.04 0.00 0.00 0.00 24 0.00 0.00 -0.04 o.oo 0.00 0.00 25 o.oo o.oo -0.08 0.00 0.00 0.00 26 0.00 o.oo -0.12 0.00 o.oo 0.00 27 o.oo o.oo -0.08 0.00 0.00 0.00 28 o.oo 0.00 -0.04 0.00 o.oo 0.00 Totals: o.oo o.oo -2.78 Center of Gravity Coordinate's (X,Y,Z) . No Calculation . ================< Member Section Forces, LC 5 : dead+wind > Member Joints Shear Shear Moment Moment I J Sec Axial y-y z-z Torque y-y z-z ----------------------K--------K--------K-------K-ft------K-ft-------K-ft--- 1 1-3 1 -1.82 -0.01 -0.08 0.00 o.oo 0.00 2 3- 3 4- 4 1- 2 -1.82 -0.01 -0.08 0.00 -0.12 0.01 3 -1.82 -0.01 -0.08 0.00 -0.24 0.03 4 1 2 3 2 1 2 3 6 1 2 3 I -1. 84 -1.84 -1.84 -1.85 -1.85 -1.85 -1.82 -1.82 -1.82 0.01 0.01 0.01 0.02 0.02 0.02 -0.02 -0.02 -0.02 0.07 0.07 0,07 0.14 0.14 0.14 0.12 0.12 0.12 0.00 0.00 o.oo o.oo 0.00 o.oo 0.00 0.00 o.oo -0.24 -0.14 -0.04 -0.04 0.16 0.37 0.00 0.17 0.33 )e --or 0.03 0.02 0.00 0.00 -0.02 -0.05 o.oo 0.02 0.04 $~ RISA-3D (R) Version 3.01 Jasco Pacific, Inc. 300 North Main Street, #10 Fallbrook, CA 92028 Carlsbad City Library Skylt #1 Pyramid Job: 737-04-98 Page: 21 Date: 4/02/98 File: 73704981 ===< Member Section Forces, LC 5 : dead+wind >---------------- Member Joints Shear Shear Moment Moment I J Sec Axial y-y z-z Torque y-y z-z ----------------------K--------K--------K-------K-ft· -----K-ft-------K-ft--- 5 6- 6 7- 7 1- 8 9- 7 1 2 3 5 1 2 3 9 1 10 2 3 1 2 3 -1. 84 -1. 84 -1.84 -1.85 · -1. 85 -1.85 -1. 82 -1.82 -1. 82 -1. 84 -1.84 -1.84 0.00 0.00 0.00 0.01 0.01 0.01 0.02 0.02 0.02 0.00 0.00 0.00 -0.04 -0.04 -0.04- -0.11 -0.11 -0.11 0.12 0.12 0.12 -0 . .03 -0.03 -0.03 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.33 0.28 0.23 0.23 0.07 -0.08 0.00 0.17 0.34 0.34 0.30 0.25 0.04 0.04 0.03 0.03 0.01 0.00 0.00 -0.02 -0.04 -0.04 -0.04 -0.03 ----------------------------------------------------------------------------9 10 11 10-8 1 2 3 1-12 1 2 3 12-13 1 2 3 -1.85 -1.85 -1.85 -1.82 -1.82 -1.82 -1.84 -1.84 -1.84 -0.01 -0.01 -0.01 0.01 0.01 0.01 0.00 0.00 0.00 -0.11 -0.11 -0.11 -0.12 -0.12 -0.12 0.04 0.04 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.25 0.10 -0.06 0.00 -0.17 -0.33 -0.33 -0.28 -0.23 -0.03 -0.01 o.oo 0.00 -0.02 -0.04 -0.04 -0.04 -0.03 ----------------------------------------------------------------------------12 13- 13 14- 14 15- 15 16- 16 17- 11 1 2 3 7 1 2 3 6 1 2 3 1 1 2 3 9 1 -1.85 -1.85 -1.85 -0.01 o.oo 0.01· -0.01 o.oo 0.01 -0.02 0.00 0.02 -0.01 -0.01 -0.01 -0.01 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 o.oo 0.11 0.11 0.11 -0.04 0.00 0.04 -0.08 0.00 0.08 -0.11 o.oo 0.11 -0.08 0.00 0.00 0.00 o.oo o.oo 0.00 o.oo 0.00 o.oo o.oo 0.00 0.00 0.00 -0.23 -0.08 0.08 o.oo -0.02 0.00 0.00 -0.08 o.oo o.oo -0.17 0.00 0.00 -0.03 -0.01 0.01 0.00 o.oo o.oo 0.00 o.oo 0.00 o.oo 0.00 o.oo 0.00 19 of ~,- RISA-3D (R) Version 3.01 Jasco Pacific, Inc. 300 North Main Street, #10 Fallbrook, CA 92028 Carlsbad city Library Skylt #1 Pyramid Job: 737-04-98 Page: 22 Date: 4/02/98 File: 73704981 ================< Member Section Forces, LC 5 : dead+wind >====== Member Joints Shear Shear Moment Moment I' J Sec Axial y-y z-z Torque y-y z-z ----------------------K--------K--------K-------K-ft------K-ft-------K-ft--- 17 18 2 0.00 0.00 0.00 0.00 -0.08 o.oo 3 0.01 0.00 0.08 0.00 0.00 0.00 18-10 1 2 3 19-10 1 2 3 -0.01 0.00 0.01 -0.01 0.00 0.01 0.00 0.00 0.00 0.04 0.00 -0.04 -0.04 0.00 0.04 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 -0.02 0.00 0.00 0.00 0.00 Q.00 o.oo 0.00 0.00 -0.02 0.00 ----------------------------------------------------------------------------19 20 21 22 20- 21- 9 1 2 3 1 1 2 3 22-12 1 2 3 23-13 1 2 3 -0.01 0.00 0.01 -0.02 o.oo 0.02 -0.01 o.oo 0.01 -0.01 o.oo 0.01 0.08 0.00 -0.08 0.11 0.00 -0.11 0.08 0.00 -0.08 0.04 o.oo -0.04 .• 0.00 0.00 0 . .00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo o.oo 0.00 0.00 o.oo o.oo o.oo 0.00 0.00 o.oo 0.00 o.oo o.oo o.oo o.oo 0.00 o.oo -0.08 0.00 o.oo -0.17 o.oo 0.00 -0.08 o.oo o.oo -0.02 o.oo ----------------------------------------------------------------------------23 24-13 1 -0.01 0.00 0.04 0.00 o.oo o.oo 2 o.oo 0.00 0.00 0.00 0.02 0.00 3 0.01 0.00 -0.04 0.00 0.00 o.oo 24 25-12 1 -0.01 0.00 0.08 0.00 0.00 0.00 2 0.00 0.00 0.00 o.oo 0.08 o.oo 3 0.01 0.00 -0.08 0.00 0.00 0.00 ---------------------------------------------------------------------·------25 26- 26 27- 27 28- 1 1 2 3 3 1 2 3 4 1 2 3 -0.02 o.oo 0.02 -0.01 0.00 0.01 -0.01 o.oo 0.01 0.00 0.00 0.00 o.oo o.oo o.oo 0.00 o.oo o.oo 0.11 0.00 -0.11 0.08 0.00 -0.08 0.04 0.00 -0.04 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.17 o.oo 0.00 0.08 0.00 0.00 0.02 o.oo 20 o.oo o.oo o.oo 0.00 0.00 0.00 0.00 0.00 0.00 of ~3 RISA-3D (R) Version 3.01 Jasco Pacific, Inc. 300 North Main Street, #10 Fallbrook, CA 92028 Carlsbad City Library Skylt #1 Pyramid Job: 737-04-98 Page: 23 Date: 4/02/98 File: 73704981 -< Member Section Forces, LC 5 : dead+wind >---------------- Member Joints Shear Shear Moment Moment I' J Sec Axial y-y z-z Torque y-y z-z ----------------------K--------K--------K-------K-ft-·----K-ft-------K-ft--- 28 29- 29 30- 30 31- 31 32- 4 1 2 3 3 1 2 3 1 1 6 2 3 1 2 3 -0.01 0.00 0.01 -0.01 0.00 0.01 -0.02 0.00 0.02 -0.01 o.oo 0.01 -0.04 0.00 0.04 -0.08 0.00 0.08 -0.11 0.00 0.11 -0.08 o.oo 0.08 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 o.oo 0 . .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 o.oo 0.00 o.oo 0.00 0.00 o.oo 0.02 0.00 o.oo 0.08 o.oo o.oo 0.17 0.00 0.00 0.08 o.oo ----------------------------------------------------------------------------32 33-7 1 -0.01 -0.04 0.00 o.oo 0.00 0.00 2 0.00 0.00 0.00 0.00 0.00 0.02 3 0.01 0.04 0.00 o.oo 0.00 o.oo 33 11-8 1 1.29 0.00 0.00 0.00 0.04 o.oo 2 1.29 0.00 0.00 0.00 0.04 o.oo 3 1.29 0.00 0.00 0.00 0.04 0.00 ----------------------------------------------------------------------------34 8-5 1 1.29 o·. oo 0.00 0.00 -0.04 o.oo 2 1.29 o.oo o.oo 0.00 -0.04 o.oo 3 1.29 0.00 0.00 0.00 -0.04 0.00 35 5-2 1 1.29 o.oo 0.01 -0.02 -0.06 0.00 2 1. 29 o.oo 0.01 -0.02 -0.02 o.oo 3 1.29 0.00 0.01 -0.02 0.03 0.00 ----------------------------------------------------------------------------36 2-11 1 1.29 0.00 0.01 0.02 -0.03 o.oo 2 1. 29 0.00 0.01 0.02 0.02 0.00 3 1.29 0.00 0.01 0.02 0.06 o.oo ------------~--------------------------------------------------------------- -------------------< Member Stresses, LC 5 : dead+wind > Member Shear Shear+--------------Bending--------------+ Sec Axial y-y z-z y-top y-bot z-top z-bot -------------Ksi-------Ksi-----Ksi------Ksi-------Ksi-------Ksi-------Ksi--- 1 1 -1.01 -0.01 -0.06 0.00 0.00 0.00 0.00 2 -1.01 -0.01 -0.06 -0.16 0.15 -1.42 1.42 3 -1.01 -0.01 -0.06 -0.32 0.29 -2.85 2.85 RISA-3D (R) Version 3.01 Jasco Pacific, Inc. 300 North Main Street, #10 Fallbrook, CA 92028 Carlsbad City Library Skylt #1 Pyramid Job: 737-04-98 Page: 24 Date: 4/02/98 File: 73704981 -------------------< Member Stresses, LC 5 : dead+wind > Member Shear Shear+--------------Bending--------------+ Sec Axial y-y z-z y-top y-bot z-top z-bot -------------Ksi-------Ksi-----Ksi------Ksi-------Ksi-------Ksi-------Ksi--- 2 1 -1.02 0.01 . 0.05 -0.32 0.29 -2.85 2.85 2 -1.02 0.01 0.05 -0.18 0.16 -1.68 1.68 3 -1.02 0.01 0.05 -0.04 0.04 -0.52 0.52 3 1 2 3 4 1 2 3 -1.03 -1.03 -1.03 -1.01 -1.01 -1.01 0.01 0.01 0.01 -0.01 -0.01 -0.01 0.10 0.10 0.10 0.08 0.08 0.08 -0.04 0.25 0.54 o.oo -0.24 -0.49 0.04 -0.23 -0.49 0.00 0.22 0.44 -0.52 1.93 4.37 0.00 1.99 3.97 0.52 -1.93 -4.37 0.00 -1. 99 -3.97 ---------------------------------------------------------------------------- 5 1 -1.02 0.00 -0.02 -0.49 0.44 3.97 -3.97 2 -1.02 o.oo -0.02 -o .. 43 0.38 3.37 -3.37 3 -1.02 0.00 -0.02 -0.37 0.33 2.77 -2.77 6 1 -1.03 0.01 -0.07 -0.37 0.33 2.77 -2.77 2 -1.03 0.01 -0.07 -0.16 0.14 0.89 -0.89 3 -1.03 0.01 -0.07 0.05 -0.05 -0.99 0.99 ----------------------------------------------------------------------------7 1 2 3 8 1 2 3 9 1 2 3 10 1 2 3 -1.01 -1.01 -1.01 -1.02 -1.02 -1.02 -1.03 -1.03 -1.03 -1.01 -1.01 -1.01 0.01 0.01 0.01 o.oo o.oo 0.00 .-0. 01 -0.01 -0.01 0.01 0.01 0.01 0.08 0.08 0.08 -0.02 -0.02 -0.02 -0.07 -0.07 -0.07 -0.08 -0.08 -0.08 0.00 0.25 0.49 0.49 0.43 0 .·37 0.37 0.16 -0.05 0.00 0.24 0.47 o.oo -0.22 -0.44 -0.44 -0.39 -0.33 -0.33 -0.15 0.04 0.00 -0.21 -0.42 0.00 2.04 4.08 4. 08 · 3.52 2.97 2.97 1.14 -0.69 o.oo -1. 99 -3.98 0.00 -2.04 -4.08 -4.08 -3.52 -2.97 -2.97 -1.14 0.69 o.oo 1.99 3.98 ----------------------------------------------------------------------------11 1 2 3 12 1 2 3 13 1 2 -1. 02 -1.02 -1.02 -1. 03 -1.03 -1.03 -0.01 o.oo 0.00 0.00 o.oo -0.01 -0.01 -0.01 0.00 0.00 0. 02· 0.02 0.02 0.07 0.07 0.07 -0.04 0.00 0.47 0.40 0.33 0.33 0.12 -0.10 0.00 o.oo -0.42 -0.36 -0.30 -0.30 -0.10 0.09 0.00 0.00 -3.98 -3.37 -2.77 -2.77 -0.89 0.99 0.00 -0.63 3.98 3.37 2.77 2.77 0.89 -0.99 o.oo 0.63 RISA-3D (R) Version 3.01 Jasco Pacific, Inc. 300 North Main Street, #10 Fallbrook, CA 92028 Carlsbad City Library Skylt #1 Pyramid Job 737-04-98 Page: 25 Date: 4/02/98 File: 73704981 . < Member Stresses, LC 5 : dead+wind >------------------- Member Shear Shear+--------------Bending--------------+ Sec Axial y-y z-z y-top y-bot z-top z-bot -------------Ksi-------Ksi-----Ksi------Ksi-------Ksi-------Ksi-------Ksi--- 3 0.01 o.oo 0.04 o.oo o.oo 0.00 o.oo 14 1 2 3 15 1 2 3 -0.01 o.oo 0.01 -0.02 o.oo 0.02 0.00 o.oo 0.00 0.00 0.00 o.oo -0.08 0.00 0.08 -0.12 o.oo 0.12 0.00 o.oo 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 o.oo -2.54 0.00 o.oo -5.-71 0.00 o.oo 2.54 o.oo 0.00 5.71 o.oo ----------------------------------------------------------------------------16 1 -o. O'l 0.00 -0.08 0.00 0.00 0.00 0.00 2 0.00 0.00 0.00 o.oo o.oo -2.54 2.54 3 0.01 o.oo 0.08 o.oo 0.00 0.00 0.00 ----------------------------------------------------------------------------17 1 -0.01 0.00 -0.04 0.00 o.oo 0.00 0.00 2 o.oo 0.00 0.00 0.00 o.oo -0.63 0.63 3 0.01 0.00 0.04 o.oo 0.00 o.oo 0.00 18 1 -0.01 0.04 0.00 0.00 0.00 o.oo 0.00 2 o.oo 0.00 0.00 0.32 -0.18 0.00 0.00 3 0.01 -0.04 o.oo 0.00 o.oo 0.00 o.oo ----------------------------------------------------------------------------19 1 -0.01 0.08 0.00 0.00 0.00 0.00 0.00 2 0.00 0. 00 . 0.00 1.27 -0.72 0.00 0.00 3 0.01 -0.08 0.00 o.oo o.oo 0.00· o.oo 20 1 -0.02 0.12 o.oo o.oo 0.00 0.00 0. 00. 2 0.00 o.oo 0.00 2.85 -1.62 0.00 o.oo 3 0.02 -0.12 o.oo 0.00 0.00 0.00 0.00 ----------------------------------------------------------------------------21 1 -0.01 0.08 0.00 0.00 o.oo 0.00 0.00 2 o.oo o.oo o.oo 1.27 -0.72 0.00 0.00 3 0.01 -0.08 0.00 0.00 0.00 0.00 0.00 ----------------------------------------------------------------------------22 1 -0.01 0.04 0.00 o.oo 0.00 0.00 o.oo 2 o.oo o.oo 0.00 0.32 -0.18 o.oo 0.00 3 0.01 -0.04 0.00 0.00 0.00 o.oo 0.00 23 1 -0.01 0.00 0.04 o.oo 0.00 0.00 0.00 2 o.oo o.oo o.oo 0.00 o.oo 0.63 -0.63 3 0.01 o.oo -0.04 o.oo 0.00 0.00 o.oo ----------------------------------------------------------------------------24 1 -0.01 o.oo 0.08 0.00 0.00 0.00 0.00 2 0.00 0.00 0.00 o.oo 0.00 2.54 -2.54 3 0.01 0.00 -0.08 0.00 0.00 0.00 0.00 -. RISA-3D (R) Version 3.01 Jasco Pacific, Inc. 300 North Main street, #10 Fallbrook, CA 92028 Carlsbad city Library Skylt #1 Pyramid Job: 737-04-98 Page: 26 Date: 4/02/98 .File: 73704981 < Member Stresses, LC 5 : dead+wind > Member Shear Shear+--------------Bending--------------+ Sec Axi~l y-r z~z y-~op y-~ot z-~op z-~ot -------------Ks1-------Ks1-----Ksi------Ks1-------Ks1-------Ks1-------Ks1--- 25 1 -0.02 o.oo 0.12 o.oo o.oo 0.00 o.oo 2 o.oo 0.00 o.oo o.oo o.oo 5.71 -5.71 3 0.02 0.00 -0.12 0.00 0.00 0.00 o.oo 26 1 2 3 27 1 2 3 28 1 29 2 3 1 2 3 -0.01 0.00 0.01 -0.01 0.00 0.01 -0.01 0.00 0.01 -0.01 0.00 0.01 0.00 0.00 0.00 o.oo o.oo 0.00 -0.04 o.oo 0.04 -0.08 0.00 0. 08 · 0.08 0.00 -0.08 0.04 · 0. 00 -0.04 0.00 0.00 0.00 0.00 0.00 0.00 o.oo o.oo o.oo o.oo o.oo o.oo o.oo -o .. 32 o.oo o.oo -1. 27 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.18 0.00 o.oo 0.72 o.oo 0.00 2.54 0.00 o.oo 0.63 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -2.54 0.00 o.oo -0.63 o.oo o.oo o.oo 0.00 0.00 0.00 o.oo ----------------------------------------------------------------------------30 1 2 3 31 1 2 3 32 1 2 3 33 1 2 3 34 1 2 3 35 1 2 3 36 1 2 -0.02 o.oo 0.02 -0.01 0.00 0.01 -0.01 o.oo 0.01 1.23 1. 23 1.23 1.23 1.23 1.23 1.23 1.23 1.23 1.23 1.23 -0.12 o.oo 0.12 -0.08 o.oo 0.08 -0.04 o.oo 0.04 0.00 0.00 o.oo 0.00 o.oo 0.00 o.oo 0.00 0.00 o.oo 0.00 o.oo 0.00 0.00 0.00 0.00 o.oo 0.00 o.oo 0.00 o.oo 0.00 o.oo 0.00 o.oo 0.00 0.01 0.01 0.01 0.01 0.01 o.oo -2.85 o.oo o.oo -1. 27 o.oo 0.00 -0.32 o.oo -No Cale- -No Cale- -No Cale- -No Cale- 0.00 1.62 0.00 0.00 0.72 o.oo 0.00 0.18 0.00 o.oo o.oo o.oo 0.00 0.00 o.oo 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 o.oo o.oo 0.00 o.oo RISA-3D (R) Version 3.01 Jasco Pacific, Inc. 300 North Main street, #10 Fallbrook, CA 92028 Carlsbad City Library Skylt #1 Pyramid Job: 737-04-98 Page: 27 Date: 4/02/98 File: 73704981 -------------------< Member Stresses, LC 5 : dead+wind > Member Shear Shear+------~-------Bending--------------+: Sec Axial y-y z-z y-top y-bot z-top z-bot -------------Ksi-------Ksi-----Ksi------Ksi-------Ksi-------Ksi-------Ksi--- 3 1.23 0.00 0.01 -----------------------------------.---------------------------------------- ******·*********************************************************************** ~. * PROJECT: .. * JOB NO. 737-4-98 * * Carlsbad City Library * BY: J.A. SADLER * * * CHK: · D.A. BAUM * * * DATE 04/01/98 * *****************************************************************~*********** 3 in Rafter LOADS I x := l.85·in4 A:=. l.8•in2 s t 1.06· in3 s b .-l.18· in3 L := 129· in M max -.08· 12· k· in p .-3.24·k Tension in beams 6063-TS Spec. 2 F t -9.5· ksi Compression in colwnns 6063-TS Spec. 7 s 1 .-11 s 2 1.26· in 4 I y .- r y .-.8·in r X = l.0l·in L by := 100· in s max -if(s t> s brS s min = if(S t> s brS M max f b -----s min p f a = -- A .-99 F a L by -· L by / . -if --:::os 1 ,8.S·ksi ,if --< s 2, / 8.9 r y r y \ F .= 3.264 ksi .. -.-· k .-IO00·lb ksi = l000· lb in2 L bx .-100· in t,S b) b,s t) f b = 0.906 • ksi f a 1.8 • ksi 0"'7 ;L by) k . 51000 k . • .J ·--• S.l. ,----• S.l. r y (~)2 r y· I ***************************************************************************** * PREPARED FOR: * PREPARED BY: * * LESLIE SKYLIGHTS * JASCO PACIFIC INC. * * 230-A.Roymar Road * 300 N. MAIN ST. SUITE 10 * * Oceanside, CA 92054. * FALLBROOK CA. 92028 * * 619 112-2oso * (619) 123-8135 "')o '2.-i., * * _ * SHT .c.., __ OF .!_L * ***************************************************************************** ***************************************************************************** * PROJECT: . * JOB NO. 737-4-98 * * Carlsbad City Library * BY: J.A. SADLER * * * CHK: · D.A. BAUM * * * DATE 04/01/98 * *****************************************************************~*********** F. a-·: 3.264 • ksi compression in beams 6063-TS Spec. 14 S C S 1 := 204 S 2 := 3830 S c = S t Tl = L by·-I y F bx:= if[ Tl:SS 1,9.5·ksi,if[ Tl< S 2,[ 10:S -.07·.(T1)5 ]·ksi,2~;o.ksi ]] F bx = 9.5 •ksi Check bending f b = 0.906 •ksi OK Check axial f a = 1.8 • ksi OK < F t = 9.5 • ksi < F a = 3.264 • ksi Check combined stress (ref~ 4.1.1) < F ec .-51000 k . (L:j' si F ec = 5.203 • ksi f a f b 0.697 < 1.0 + C = F a rnx bx· ( I -~) F F ec Use 3 in rafter F bx = 9.5 •ksi OK ***************************************************************************** * PREPARED FOR: * PREPARED BY: * * LESLIE SKYLIGHTS * JASCO PACIFIC INC. * * 230-A.Roymar Road * 300 N. MAIN ST •. SUITE 10 * * Oceanside, CA 92054 * FALLBROOK CA. 92028 * * 619 712-2080 * (619) 723-8135 * * * SHT.2.? OF i,J * ***************************************************************************** _. ***************************************************************************** .* PROJECT: .: * JOB NO. 737-4-98 * * Carlsbad City Library * BY: J.A. SADLER * * * CHK: D.A. BAUM * * *,c.:-i· * DATE 04/01/98 * * * * * * * * * * * * * * * * * * * * * * * * * * : * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *'* * * * * * * * * * C.9l'1P. i2.iH(o. _& 4 .. J<;,, 98 -- /\\).. / \_ . / \ I \ a, ~14lf (c-) 313''(!)t-'l,f.>. :: ; -; I<.., :2 .12-FM= \,f1 i-..C..0~10 t i1S ~/II\ [ l\-:: ,J \ "' --- 0 I / I -..., __ -_.J_ hJ :.:. _ ~-\ 1 ~ 1'·• co -t-• 1 ~ cu t tu ::. o A· h., lLH\.Z.. ' ' ' :::-C,b6-),;./1v1 SM-OW t-.( . ~-. . ********~******************************** *********************************** * PREPARED-FOR: * PREPARED'BY: * * LESLIE,SKYLIGHTS * JASCO PACIFIC INC. * * 230-A Roymar Road * 300 N. MAiij ST:·· SUITE 10 * * Oceanside, CA 92054 * FALLBROOK CA. 92028 * * 619 112-2080 * (619) 123-8135 a * * * SHT. _fQOF ll * **********************************~****************************************** ; ***************************************************************************** ..., * PROJECT: , * JOB NO. 737-4-98 * * Carlsbad City Library * BY: J.A. SADLER * * * CHK: D.A. BAUM * * . * DATE 04/01/98 * ******************************************************************~********** + . Q._ f;:: Z.,2..S' OL+LL f :. -t ,-z. ~ h. Ot.. ;-I.UL-, Tf2"-/ Q) ¥2..1-. 4 Ll-\b ~CAL ¾o Cll:\.{}:::. ~lO)C. ?> x. 4;~ ·.: 2. 4l-L ) 2,2,~l. l)~E (?;) 1/z._"q LA~ ~~ @. Z}' O,C .. C.~ ~LT!> Fp .:. "3 ~r, ~ 1YL~ (z.) ?)~ <\ \-·\1.i c..~:: ~ox q ~CJ/;=-4ta. 7 3#2.1> U~E'-(2) ;13, I,~ ~l·-~ 0. If . 0 .. ':\ ***************************************************************************** * PREPARED FOR: * PREPARED BY: * * LESLIE SKYLIGHTS * JASCO PACIFIC INC. * * 230-A Roymar Road * 300 N. MAIN ST. SUITE 10 * * Oceanside, CA 92054 * FALLBROOK CA. 92028 * * 619 712-2080 * (619) 723-8135 * * * SHT.2"f OF ~3 * ***************************************************************************** ***************************************************************************** * PROJECT: _ * JOB NO. 737-4-98 * * Carlsbad City Library * BY: J.A. SADLER * * * CHK: D.A. BAUM * * * DATE 04/01/98 * ***************************************************************************** I'::-- 00, -N.UNH CAP-.ii'~~~~~ EEP: HOLE' A$ AEO"D TfL:( ~'1-~11 L-M ia 1tK. acREW _. ·.-· ·i4:1111:n,. T~ I ~h (..A{): 2.~'2..1' Ji.(°':. ~~~ l>~ B ¼ 1-:J/1 l,4~ (J) (2. f--A <lAt=Tf IL- IR-----.;..~~~~ ...... t-0.0. COF CURB WAtmaaanHC,--t--.-ttl~ ·9~_0.;-CUI ~M---++-_......i.:.--..... ~~~'::r.!-:-.···~tr s~ . :1.,_, ~ . • : 1' .:;.., • ~ • • ********~**************************************~***************************** * PREPARED FOR: * PREPARED BY: * * LESLIE SKYLIGHTS * JASCO PACIFIC INC. * * 230-A Roymar Road * 300 N. MAIN ST. SUITE .10 * * Oceanside, ·cA 92054 * FALLBROOK CA. 92028 * * 619 712-2080 * (619) 723-8135 ?.~ * * * SHT.]O OF _,_-; * ***************************************************************************** ' .. ***************************************************************************** J * PROJECT: * JOB NO. 737-4-98 * * Carlsbad City Library * BY: J.A. SADLER * * * CHK: D.A. BA\JM * * * DATE 04/01/98 ' * ***************************************************************************** ~tt.'fll<At+T *z_. ' / -if-~ ' !!: I "I f / I(;: -1£ ~~ /2 I .. I Cl> V I ,t +. $) I~ "' a, © -~ ~ ij 0\ .. Cl> ~--1:: Cl\ .. ®-en a 1: /2 ~ i: / f ~ f i!l / ' "' - I .., OI ... ~ ti $.(/ I/ ! '111,1/ i ~ I ( /' I ***************************************************************************** * PREPARED FOR: * PREPARED BY: * * LESLIE SKYLIGHTS * JASCO PACIFIC INC. * * 230-A Roymar Road * 300 N. MAIN ST. SUITE 10 * * Oceanside, CA 92054 * FALLBROOK CA. 92028 * * 619 712-2080 * {619} 723-8135 22. * * * SHT.a/ OF 2....L * ***************************************************************************** ..... • ~-1 *******~********************************************************************* * PROJECT: * JOB NO. 737-4-98 * * Carlsbad City Library * BY: J.A. SADLER * * * CHK: D.A. BAUM * * * DATE 04/01/98 * ***************************************************************************** ; "' vlt4-Fr-EvL. :r ~ 'it ~ l . ies $7'\t. = f,Db W ::: }'t~ )(., ~ .= , 84- z.... 6 :: . D \2>e'r x , 84-x ~t ~ , ,i~s 'I( 7sq x:.~k /t'3t;i O~E. ~/1 QAFTE(L ... ***************************************************************************** * PREPARED FOR: * PREPARED BY: * * LESLIE SKYLIGHTS * JASCO PACIFIC INC. * * 230-A Roymar ~oad * 300 N. MAIN ST. SUITE 10 * * Oceanside, CA 92054 * FALLBROOK CA. 92028 * * 619 112-2080 * (619) 123-8135 1 ., z·:2. * * . * SHT. 7'-0F 4. * ***************************************************************************** ***************************************************************************** * PROJECT: * JOB NO. 737-4-98 * * Carlsbad City Library * BY: J.A. SADLER * * * CHK: D.A. BAUM * * * DATE 04/01/98 * ***************************************************************************** 1 n.:y ('") ½x '2; '' WC\-~ S'-"L, c::. \I.\".: \ 90 ~ L ~ s BO,=¼ U~iz (_-q ~,i ')( ~ 11 L.~() ~tvt, Ct) EA ~ I OE Y2.,.K\. Fi I~ '· .. ., • ; 4 , WALL CONCtllONS • @ 'H°EAD DETAIL ***************************************************************************** * PREPARED FOR: * PREPARED BY: * * LESLIE SKYLIGHTS * JASCO PACIFIC INC. * * 230-A Roymar Road * 300 N. MAIN ST. SUITE 10 * * Oceanside, CA 92054 * FALLBROOK CA. 92028 * * 619 712-2080 * (619) 723-8135 * * . * SHT.~~OF B * *****************************************************************************