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2603 JEFFERSON ST; ; 85-18-2; Permit
fl) z 0 j:: : j (J w· 0 m:. O. _ 1 hereby affirm that I am. licensed under o [ provisions of Ch.!lpter ~-(c;ommenclng. With t-, Section 7000) of Dlyl~lon. 3 of th·e Business ~ , and :Professions Code, _and my license is In ~ full force and -effl!ct. _ z · L1c No. ______ Class 8 m:. w ·O ... 5 1111 i: w z ~ o. z,, 0 j:: < fl/1• z· w ' I hereby afllim that I am· exempt from the Contrac-tor's License Law for the following reason (Sec. 7031.5 Business ·and Professmns Code: Any city or county which re· , quires a permit 'to construct, alter, improve .. demolish,. or • -repair any sfructufet prior to its issuance also requires the ap- 1 ,ipht:aht for .such permit to file a signed statement that.•he 1s licensed pursuant to the-provisions ·ol-the Contractor's Uc'erise Law· (Chapter 9 commencing vi1th Section 7000 of Division 3 pf the Busjness.and Professions Cpde) or. that is e~, empt therefrom ahd the basi~·for the allegea.exemption. Any vIolatIon·of Section 7031.5-by-an applicant lor a permit sub' Iects the·applicant to a civil penalty of not more than five hun-dred .aollars ($°5D0). · 0 I, as owner of the property, or my employees-with wages as th~jr SOie COnipensat16n, Will do'the•work; 'ai,d the struc-_iure~fs-nof intended:or offered for safe (Sec. 7044, Business and Professions 'Code: The Contractor's License Law· does noi apply·,to an-owner of. property who builds or im·proves thereon and_ ~ho d9_es such w9ik h1rri~elf or througli his own employees,. provided that such' improvements are not·intend-·ed or offered for sale. If, however, the building or'iritprove-, m'ent is sold within one,year of completion, tlie·owner-bu1fder ~ will'have the burden bj-proving: that-he dId•not build or ifn-. prove for the purpose of sal~)- 0 I, as owner·of the property, am exclusively contracting ,with hcensed·contractors·fo·cons_truct the•proIect (Sec:7044, 'BuSin8Ss 8.ndiiProfessions Code; The Contractor's License Law.does nolapply to an.owner of property who builds or-im-proves-thereon, and wlio contracts-fo( each pro1ects'With a :~W;~ctor(~j" hce_~se ~ursuant to the-_Contractor's L)cense ,·. '·u As a•homeowner-I am impiovmg my home, and the follow-ing.coriditions·exlst: ; • , . -·1., The work is' being performed prior to sale. 2. I have-lived in my -hom·e for twelve months prior-to completion of'thIs work. 3. I hav~ not ~laimed this exempJmn during Jfie fast three years. D I am exempt under.Sec.-+-~~--, B & P.C. for this¥reason-,--·--~-~--,---'----- C] I hereby atfli"m,that fhave a certificate of consent to self-insure, or a ce"rt1f1cate Of Workers· Comr>ensatton Insurance., or-a·certif1ed cdpy thereoft (Sec . .3800, Labor Godel POklCYNO COMPANY 0 Copy ,s hied with the·c1ty D Certified copy ,s hereby furnished ii~ :8 · '.'· ·-cER.TIFfOA'Tt Of EXEMFlT,ION FROM , .~ 'en·. . WORKERS' COMP.ENSATION INSURANC~ ic , (Th1s ,sect1on need not be-completed 1f the perrrnt ·w 1s tor one hundred dollars (SH)()) or less) . ~ a:: 0 3: d I cert1fy,that in<'the pertormance of the work' .for wtuch this perrmt 1s issued, I shall not employ.-a·ny , person m any manner so as to become sub1ect to ~, t_he Wo~ers· y()mpensat1on Laws Of California NOTICE TO APPLICANT If, after makm~ this Cert, ,flcate of,Exemptlon, yqu ~~oulQ become sub1ect ,10 ··the Workers· Compensation provisions 'of !he labor · Code. ' you must forthwith comply w1ih • 'such -prov~s,ons.or }h1$ perii;u~ ~h~II be deei:1~d revoked ![ : D I .''"hereb'y affsr,;., ~that there 1s a construction ffi· , -1end1ng a'genCy Jar the performance of the work !or 0 • -, 1 which th1s,.perm1t 1s issued (Sec 3097. c,v11 Code) ffi , · -~en:der"s~N"ame .... -· ... ..J • _ ~-.. Lender's Address-~--~-~~-~-~~ 'I us( BALL)101~J PEN, ONL y & PRESS HARD ' _! APPLICANT T() Fil:!., IN 11'.',iFORMATIOr-,I WITHIN SHA_DED ~~.EA AND QEC,LARATIONS. ·r ... . - CARLSBAD BUILDING ·01;P-"4RTMENT {14_0J~,~ ' ~ . :APPLICATION & PERMIT V 1200 ,Elm, Carlsbad, California 92008-19!}9 (~19) 438-5525 '. JOB AO'ORESS , ·AV. ST.-RO, Nf;AR,EST ~ROS,ST. ·~A;;~;7;~0-NI BUSINESS LICENSE # VALUAl'IOl<i ·rfrtz~ I ,;;J,fot!:t~, _ \· o LL~-~ · l1s t, g4:g-_ LO·T 'BLOCK 1..s~~p1v·1s1~ -~ I AS~ESSOR'PARCEL N~-·-'' CON'TRAGTO,R . . " . ' CONTRACTORS PHONE #· 'ZONE .. ' ~--1 ,OWNER'S NAM~- . ' ,, " -~~(_ . ', '"1-lb 'l.t.~c:i ·[ . OWNER'.S,) HONE -' ' ' . ii Kt-\:~ Dt.v<..l~,1)~&-.~ ~"'ff. ·7 )b 1..., ·so CONTRA .. CTOR'S'ADDRESS · LICENSE NO. ,·PL.AN f.[i # .. BLDG USE CODE l ow,es·s """'o AoD"" · _ · • ., .L-0 i. ',J ' .. s-, '3 45' e 4<f: ~ '·., ·f •O, ~oJ!(", t:,f 4 ~ f fl,;, j, tr,'", c... DESIGNER LIGENSE # ST-AN DARO PLAN# BUILDING sa.-FOOTAGE . OESCRIPTfoN OFWCiRj< . . s+V\K f)i\ V ;,, I I) Jt} s~~b I . ' , DESIGNER'S ,ADDRESS,_ DESIGNER'S Pt;fONE. . ' • --!. ,_\:::5\J. ' . (, .. '' 1(::.4-c;) u ... u-~ /t.r< . ~ H<--'"'-4<:>o -lt.,1. ' · . -' c::; ~ .::l ·-_..., ~ ot-s· o ~,.::, v--' I ~ · C::: fL.r. o....a. :e. _;_ \ · 1.. · O-e... ""i F/P' F.LR EL.EV. NO OCC GP EDU I -STORIES J<-I . <o ,: YO N[J ~ --,(, I· RES UNITS • GRAD!NC "PERMIT ISSUED TYPE OGG LOAD FIRE SPR --... al CT: ?: ~ ~rl E '. ~~· -Ii :gf/ G· {f1 ti ,.ll· f' ; ti '· .:1 =,i.i ,, d c·. CEI\ISUS l;R.(l,'CT. ;1-;_: GP"LANO USE .l·P-ARKING_S_P~E j Co •, -~I . . ----. ·.1 -, -~ \ q ND I . ' '. . . ' 7~ ·( QTY. .. ' PLUMBING PERMIT -issuE ·I REDEVELOPMENT AREA ,}i YON ·CitR) -· YO NIK' I, Not Valid Unless Machine Certified -· . -. -.. -~-i -,~ Ql''i' .. fv)ECHANICAL PERMIT -ISSUE ·s-SUMMARY/ACCOUNT NUMBER ' I ·-l , I ' . ---. .. I . r,,.,t... -· , } /,...c:; . ..,... ,Cr,' l;ACH FIXTl.jRE, TRAP Ii ST.AL~ FUR_N. OUCT_S l.JP TO_ 100,oop ~TU .,...!JL}.-BUILDING PERMIT' 01-00-00-8220 )>(_-53_:..-· I r E:4,~H BUl~QLNG SEiiER ; (,., . !St. ,, OVER 100;660 BJU ,·' SIGN PERMIT -. -01-00-00-8221 -. -\ ·I {_, EA~H Y,.,ATER HEATER AN0/0~ VENT -'~-:~ _BjJILER./COMP.RESSOR UP TO 3 HP PLAN CHECK 01-oo-qo-a806 5#1.~.5 ,. ! 1: . 15.-. :splLERJCOMPRESSOR-3-15 HP -----·····-· Ja:l.,. ---. '. i , ·EACH·_GAS SYS·Tl;M 1 TO 4 (lUHETS . TOTAL'PLUMBINµ '01-00-00-8222 \ .. EACH GAS SY.STEM 5 0 R MO RE --fri. ~ETA~ Fl~EPLACE '{ . ..,;_ __ ELl:CTRICAL -· OH0-00'8223 .. -1 ... 8.n---I EACH lNSTA~·.: ALTER,,R-EPAIR WATER PIPE I 7___. \/):NT FA,N SINGLE DUCT ..24.-MEGHAN I CA~ 01-00-00·8224 . ;,.,q ---I I w(ECH EXH,AUST ~ HOOO/OUClS_. MOBILEHOME . I EACH VACUUM B.REAKER .. ,. ,• .-.01-00-00-8225 ! -!\'~LOCATION OF EA FURNACE/HEAJER WATER S.OFT-NER .. _ MOBILEHOME PARK INSP, -i EACH ROOF DRAIN '(INSIDE) ; .SOLAR 01-00-0f\.R??R ! .! TOT/;L MECHANICAL 80-92-33-0519 .. l'/,L ::3-· --.. STRONG MOTION I' , .. .~ l /i;,9.-:--! l'oTALPt."l)M.BING . I ,...:io<-f . -FIRE SPRINKLERS 01-00-90·8227 --( -5'-PUBLIC FACILITIES F.EE 32-00-00·89ll I QTY. · 'ELECTRICAL PERMIT -ISSUE QTY. !' SOLAR -ISSUE 1. ' BR)DGE FEE I I NEW CONSTEA AMP/SWT!BKR 4-cro.A "l\'t, 100-ct)LLECTORS SCHOOL FEE • DISTRICT -I · I '1 PH ), 3 PH }O"l) A...:., i,-c:25-Sf ORA GE TAN KS -. L77< Carlsbad 80-92-21 ·0519 1.-· -~B,['SG~i AM~l~~T/BKR RQCK STORAGE Encinitas i 8Q-92-22·0519 ! l '.f'jl .\ ,• -\ ._ , • : 3 PH P4_MP San !Jieguito · 80-92-23-0519 1. -~EMODE.L/A"LTE"R" PEILEIRCUl'f . ... PljAN CHECK FEE San Marcos 80-92-24-0519· l -. T~MP PQ LE 200 AMPS I oit~ R' 20.0 -AMPS'·:-. .. " "7°/) ~,-(' ' ' LICENSE TAX 01-QQ.Q0-8162 ' 1 "f.EMPoccuPANCY(30011-vs1 _ . t · . . MFF80,92.57.0519f_·-iRS<"o ""f""~5?o--l _ . . . . . · . _ : . -. CREDIT DEPOS!T .. ( (,., //) -, ) , 1 · ., TOTA;',ELEClR'CAL . . l \ :'\,-,. _;_ ', -JUTALSOLAR . . . • TOTAL ~EES PAYABLE I / /./ltJ'l ... of' . . (HAVE CAREFULLY. EXAMINED THE C6MPt.ETED "APPLICATION AND PERMIT" AND'DO i-:{REBY Expir,tion. E~ery per_mit is~ued by the Buifding·•ofllciaJUnderthe provi~ions'of this ' : * AN OSHA-PEAMIT IS REQUIRED ro"R EXCAVATIONS OVER !·-CERTIFY UNDER PENAlTY ()F PERJURY THAT ALL INFORMATION HEREON INCLUDJN X THE Code ~hali ·exp,re by hm!t'!t,on 8nd become n(!fl aod void. ff the brnfdmg or work 'I 5' O" DEEP AND DEMOLITION OR CONSTRUCTION OF ·· · _ · _ · · authorized by such perm,! ,snot commenced within 180days from the date of such ·, , -. · I oec'-'?"~NsAse.rnue AND CORRCCT AND ""''"" c,sn,, ,~o,c,ee " "Irr • """" " ,. •• """''"1, " .,,. '""""""' .,, '""" ..,.,. ., '"'~"-" . ST'"""'""' eve,! S>OR .. 1N "''""' J • ISSUED. TO•COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDIN tON· abandoned at any time a ter the 1.vork 1s commenced for a oeriod of 180 davs. ! ., · STRUCTION, WHETHER $PECIFIED HEREIN OR NOT. 1 ALSO AGREE TO SAVE INDEMNI AND· • ~ ~~ APPROV DB · l KEEP HARMLESS THE CITY OF CARLSBAD AGAINST Alb LIABILITIES, JUDGMENTS, COS AND APPL!C~IGNAT >f-OWNERD CONTR'ACTOR-r · E y j . DATE . EXPE_NSES WHICH MAY. IN ANY WAY ACCRUE A!3AINST SAID CIT_Y IN CONSEQUENCE:)' THE ~ . BY PHON Ji' \ ~ '\ , ~ . ' . . /4 · ,I-GRANTING OFTHIS PERMIT. 'I . _ ,' . · 0 _ 0 • _ _; _J -Jl ,' lo (y'_< I ' -• -· • .• .._Ii\. 0 1 (J), (J) CD (J) ~l r ~ 0 =t Q) • t >- U) _(J) CD 0 e . a. 2 C1l o· §: CD. 0 ·c C1l C u:: ~ c (1) (1) C, 0 u (1) a. '(J) C ~,' .c 3: I / 'l "I' i?/ ! \ t \ ' ( ,~7 .,.. ! ' :I, {.; ~ ~-!· h /\. ,/"r, TYPE f DATE INSPECTOR BUILDIN.G ' ' ---FOUNDATION I'· ' . ·'rr.Jf~ -,O'K REINFORCED STEEL ~) - MASONRY ·///\ ./ GUNITE QR GROUT ~ . iV - FLOOR & CEILING Sl,JB FRAME SHEATHING DHOOF D SHEAR --FRAME 1/,// J _,.__, ,-,, ,_; . vc..........._ EXTERIOR LATH C ) -lNSULATION I i f.>rl fl,fj V"( INTERIOR.LATH ~ DRYWALL L.-\ ~dT,;_ .I", -· 7~ ' ' 'I -'. J• .. PLUMBING l _..... ~7\ \. SEWER AND BUCO DIPUCO I /~- UN0ERGRdUND D WASTE D WATER' r,r (_ TOP OlJT . D WASTE D W~TER · P-')~ l7\...-- Tl)B AND SHOWER PAN "" I GAS TEST D WATER HEATER D SOLAR WA!rER ELECTRICAL ! . ~ D ELECTRIC UNDERGROUND D ljJFF.ER ROUGH ELECTRIC I t?L... I ' ' I D ELECTRIC SERVICE D TEMPOlj!AR'( D BONDING D POOL I ' ! .. MECHANICAL I ~ ... I D DUCT & PLEM., .0 REF. PIPIN~ // (_/ ' I •• F ' . HEAT -AIR COND. SYSTEMS 1· .. ,i, V_ENTILATING SYSTEMS .__,,,. l . . -·-· .. ,. -· I ·-.. CALL FOR FltiAL"'lNSPECTIQN WHEN ALL APPROPRIATE .. BvlSAl -----,, FINAL -~ PLUMBING i / '· J ELECTRICAL . MECHANIGAL I GAS ... ' ,, • ' t' -. ,,#~ i ~ ' ~ ''. ' .. : BUILDING . . . SPECIAL CONDITIONS '""' /F} .. 1 . ~ • ' ~ i! FIELD INSPECTION RECO~0 REQUIRED SPEClAL INSPECTIONS ' -INSPE:CTION SOILS ·COMPLIANCE Pf3l0R TO FOUNDATION INSP STRUCTURAL CONCRETE OYER 2000 PSI f;'RESTRESSED . ·• CONCRETE POST :T'ENSIONED \:ON CRETE ·· "".'. :::_, -· \..'6fEL6:WELD·lf,JG\'. __:__ . REfO. IF I INSPECTOR'S CH6CKED APPROVAL DATE I ~~L~;TREN~-·1 t · I I I SPECJ.AL MA-SONRY-- PILES CAISSONS \ t 1-1 ( ··' jl;_ .. INSPECTOf'l'S NOTES y --... \ ~-"';_ .. - ·t ·::--( ,; .:-.; ...... ~ ' .•• <,...·· \ .. ·, ~ '\ \. ·, --·, ·, ~ -· -, .... ~"" •-.. ,.-_.., -\ (._, .-. \ \ ., I ---·· I 1 I I I ·. · ..... ~--c\ ._. · !.,rtt '("•-... ----- I l -----~ .. .. ·-- I I I I 1, \ [; ~ -~ .. ii 't ,, ~ >, I :-.. # . . , ~,!. ~========\ r .< --, \ ~ (' ... ·:,~ ~ City of .Carlsbad CERTIFICATE OF OCCUPANCY BUILDING DEPARTMENT VALIDATION 1200.ELM,-You are required by law to complete and returil this form to our office. .. Address where Business 2603 Jefferson (6 1.m:Lt apt .. :). Buildint 35,rs-1.. will l:>e conduc\ed .. perm[t· o. ·Name of Occupant k' AP D t..vt..i o~ ,,,._ ,_ \-' _ Business C:,y,n .• ' Phone , 1.~ -,e U:1 Address oi Home Office of V V Home Offi.ce Occupant if 9ifferent from a.~ove ().c),B, 1.,' 4-'o f._ a':\'"' L l,.'° s",;:.t ". Fe.. G,.. :J-1 .. 0b'.1 Phone ,s~ ..,l.bSo I ., .. -. Owner of Building KA e Ot..v. lo·'g . Addre~s· -J'E\ """-L Pllone . s"" ..... _, - Type of Business l) t.. ~ e.L/.1 . :l c..-s +v .. J-; o1"'"- V •<•-· Desi;:ribe exact_use of all portions qt each building an9 lo! h t'A Jo A ,,,..\-M ""'"'-\-.( u ,. Previous use of Building N """'. ·- Type of fla,[llmable_ or explosive liquids to be used, if any N-.\.. ---. , .. I <;!lr_tify that I have re?d l_he statements conta,ined in this a,pplication; that they ar_e true and:-corr!3ct, a11d that I make ,!his statement unper penalty of perjury, Dat!3d this -,_o .day of hb. -c... , Signature of Applicant r,;,L . Use Zone /<-3 Planning Department • 1e BC:. 1n th!! Cl~y of·Cifrlsbad, State of California l</J/" +.,'( tor· {)w-e.4d>:_. e.:... t. I FOR D~PARTMENTAL USE ONLY J . _ Type of Coristructi<;>n· Approved By · Engineering Department Date .2 -:2C.,-<(ft, Approved By -Fire. Prevention Health Department · Building Department Date . Signature of Building Official Appr9ved B,: Approved By c., V:tb. -- 0 White -Building Dept. Yellow -Applicant Pink ~ Finan.¢e Gold -Fire Dept:' 7 ,.,.·,.,,,, . •' ·,. : . .;_· .--1,· : • ., •. , ... ·, ~~": ~-: ;-.·' .:· , .. , . -~;-~--::: ::_:~-::}:;> :."-~i,:~·~:-~;-: ~~1~~r __ :~::~·:::"~it,-~-·:;.'-~~~~-~;~~-:i1?,rfL~f:~j~:.'..r,\. '. ~7:-._ :·.~·: :~3::/4 ... ~ · • ~"·, -¥"" • , City" of Carlsbad.< : :_·_.. .. ,. MISCELI-AN.EOUS _· -...-~--·· e•:u./ , •. ,4. ,.,·t-·--:.>-. . . ' . . - 1200 ELM, CARLSBAD, CA-92008. • TEL. (619) 438-5525 REC El PT 'f fl 0/6Eic:!63l 365('.)~QG , 0001'863-1-iJ:(ut 8~ 3El5B~_de! .~~~:;s_ 'l.t,03.:.1...9· Te.-Ff'c.<t·:f'":'···St,-.:· ~I_SCELL~NEOUSFEE_,RECEIPT 4 _· ~0'-'0" . JC/\. e·· ... 0<.. v e, /o J,~ e..... _ Co'C/(J--, [j·.. • PLAN CHECK FEE 0)-00-00-8806 l---~ r---;--;--;;;--'---'-------'--"--fl-'-------'---fJ'..,...,--,-----1 Mailing .D ,--~ • l'l _, .. ..-• · · Address I-.., 0 '-" n 2. f 4 a . . Contractor k A f .fJ~;(I. C,, ~,,o ~ Address v '1 o.· D VALUATION_--'-----------1------l DEMOLITION ___________ -1-------1 HOUSE MOVING __________ -1-------1 f.O• 6Q)(' 1..(4~ -'D l:11\1.,l-o S, .. , .. .\-·"' f'<:--IZlp.91..cH,., Tel. /)b i..t.,o State Lie, B . ,,-.d.4 c·t · · D PARKS AND RECREATION FEE------+-------1 PUBLIC FACILITIES FEE·-.--------1-------1 · .. SCHOOL FEE -l)ISTRICT ________ +-------1 s. Ctassif. -J 4-.) 8 T u1C: No.00 'l.,._O t3 0~ , D Carlsbad ____________ +--------1 COMPLETE FOR PLAN CHECK ONLY--. D Encinitas ~~--c-:-.----------1--------1 D LEGAL DESCRIPtlON {'.:,v; o- t--1..---:s-""_-,---s_G_B_t-1_.~,,---c._a+-lJ_o_r_.:..__"'_" _< s_J,_" _J._1 _ . D I San Diego __ -:----------+------1 San Marcos------------+------1 CERTIFICATE OF 0CCUPANCY _____ ---I------I ASSESSORS PARCEL No: DESCRIPTION Oi= WORK ~ I 0 _,,,...--- PHONE .{t, \ ~ ) , CONTACT PERSON Signature of Applicant. \. (_A " J I n _·n -.. "; n :·· ··r-17> -- n. D-------------+---- D. ____________ -+-------1 - D·-------------+-------1 o---------------1-:.;or-----1 D ~ ~O..rb 7, *WARNING: PLAN.CHECK FEES. WHERE NO ACTION JS TAKEN BY THE APPLICANT IN 18Q DAYS AND NO BUILDING PERMIT IS ISSUED. ARE FORFEITED TO THE CITY. COMMENTS: ______________ _:_ ____ _J Date t/10_/a's----------~-----------l Wh1~e -Applicant Yellow -File Pink -(1) Finance (2) Data Proc~ss Gold -Assessor .. --' ' ··,• --'f•"~ . , -·- ••• "r~ ,' +··, ':' ... -.::·--.'~ ;· ' , ~ '., •_: •-;• ,,, ... ·,,_, ... ;: ---, .· ... . ~ . ..,,_ •• Application for Grading Permit • CITY OF' CARLSBAD ENGINEERING DEPARTMENT'. . 1200 Elm Avenue ,,,_. . , .... .., PE NO.,~_~---._,_~ __ _ 438-5541 Validation by Finance pepartment Building Permit Plan Check No.---'---- b· ;(/~U/1.i;;,4 J.~~ I '.· . ,1l1i-i,tl~1 11,~t~.,-.--1 FOR APPLICANT TO FILL IN Stte Address '1...b03 -"L-,9 Legal Description >. Po..,\-. Lot \ Subdivision Name {)A~ k f J~ L ~ A r1h·. Surety Company Bond No. Surety Address -Date Filed Owner • Phone Cash deposit Rec'd -by ·-. Date filed · 1< "e o e-..i-t,Ld.-L __ -\ l,·,01 (6, s J '"})"'(, lb !J O . $ 1 , Owner's Address 11 " • l ~,. .\-f: r fJ .. The following documents are required'a'nd shall become a part . f, u , i"" x l. \ <~ <"ti ,1..,-.., "' .. ..l,....... ii:', "-,. lA Lu b 1 . of the grading permit when they are approved. t--P~la_n_s_b_y_C-iv-il_E_n_g_in-e~er-------,.---R-.C-.-E-. _...,._~---, · . · HA y £,.. "IY) UA,., ,:-i \ l es j \., / ' --Grading plans -·--A_d_d-re_s_s ,....-,'-----.,,,_1--__;_;;'--'-----C/-+------Ph_o_n_e ___ ...,_, __ ---11 --Soil report -- "i \) 4 u tv .... /v. A~. {b19) <JltJ-0~$~ --Drainagestruct~res 1-----'--'--------------'"'-Ph-o=-n-e--------11 --Compaction re 1 port Soil Engineer R.C.E. Specifications Geologic Report Other Grading Contractor Phone SPECIA.L tONDITIONS WHICH ARE MADE A PART OF THIS PERMIT Address 1. Authorized hours qf operation: Party responsiblf for overall supervision , t 7:00 AM to Sunset, Moh day .;, ·Friday. f1~lzt.. IC.11.r,c.,,,., .-K1' f 0t,,.rl.C...p--l t---~---------~---~--------1 2. Haul routes are to be approved by City Engineer. Proposed use oA grade site f!\l,. 't :{ ,...,11t._ i>Ux-:--·· . ,__N_u_m_b_e_r'-'!. .... of~c-u-itit-+.1 c-y-a-rd_s __ ..,.11-~---v· ,__ ________ _,, 3. ,-.,l}dequate provisions. shall be m~de for erosion and siltation '.-:c;ontrol. Cut · Fill Import Waste t------.-------,-------'...,--. ..--1------~-n 4. All slopes shall be planted per City Code. Sooo J !{°'OQO I Proposed Schedule of Start Finish '. 5. All fills to be compacted to at least 90% of optimum Operations (dates) (Ji. B<f 4,.,,.;t $ .:/ dens1ty unless noted otherwise. - I hereby _acknowledge that I have read the application and state that ~11---'6"-a.c,..;...::E=-,.__:;_A.,;..;;Oc...;J=A.,..:.~=-~_:....a--'-·-~{)_ieoc--_P_. _O~v..)~N~·_etZ_~ ___ _ the information I have provided is correct and agree to comply with 7\" . Le-rre~ /4FF$}tl= OAAII\JAf:JE. '\ , all City ordinances and State laws regulating excavating and grading, I : Unde~ City Code·Sec. 11._06 170 thi~~ing is: ·· and the provisions and conditions of any permit issued pµrsuant to A o REGULAR GRADING. Qity inspector will make inspections this application. listed below. · Signature of Permittee {., ! (.. · 0 CONTROLLED GRADING· Private grading engineer shall I) lo.It, ?d" V\,"\ c...-.J cl. observe work, coordinate tests, make reports. l,11,I /( _. ,.,--INSPECTION : DATE Owner or authorized agent ____ """n_..,.·1 ___ -+-+-"'--,,,...._. __ 1-------------------~· ·-,-~,v~-----11nitial -site prep. ENVIRONMENTAL CLEARANCE - .INSP. StGNATURE Date ______ _ Rough • prior to drains· I EIA.Log No. By Final • slopes planted Gra_ding permit fee ft /..«, rt>. 1 Plan check fee $ ~O, l)d:J Compaction reports rec'd. Permit 'Issued , L . / 1·· /.50 J d r by _..,.flv Date '/.: I&.~ Priva~e engr. cert. rec'd .. Copies: White-Office; Green-Building; Permit Expir-kd£te ,;./ _.g O / R".A:" ~ • , , , -Yellow-Inspector; Pink-Permitt(le; Goldenrod-Finance THIS FORM WHEN PROPERLY VALIDATED IS A PERMIT TO DO THE WORK DESCRIBl=D THIS PERMIT IS VALID FOR A SIX (6) MONTH PERIOD FINAL INSPECTION NU 11\,;1:. _ />'/ Date 1-/7 ob ,;2b t:73 ~ Plail # fr-£-/ 7 Address Type of Construction ~ ¥" · · /4 ~ '75¼,~b90 Person to Contact· ./ Ph. No. . Engineering Date Approved : Departm~nt Fire Approved Prevention Date Planning Approved Department Date ;;;; ~) Date~-? JG Approved 6t'.w Comments: - IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT WILL BE ASSUMED IT IS OKAY TO FINAL Engineering-~ Departme[lt Fire Prevention -~.!-.... :-.I • \ .J. _JJ Date. I N s p E C T I 0 N .R E a u E s 1 -I N s·. p E 'C T I 0 N ... :,....,r}_ i Dat8.'·~.! ·--·~· ~ .. ~l ' ~'\-.. ,; :/ Approv~J:l,....;,•.t -. ·r·.. R _.,,_ re:_~'?·:,;~ ·"' ;;t;:-i~l &"f. · Approved -~ 1 ';~;~ Utilities -_ff-,. .,: ! ·"t -i, . .; °;f · . --. -Q . _D_ep_a_rt_m_en __ t_ .. __ · ___ :-' ·_· ___ D ____ a_te ______ ..,..... _____ Ap_.p_ro_v..,.ed _____________ • -·-U ~... ....... .. :.:.~· /,/0,/_~ E l( . ~ .,. -#'•.r ; -, ' ;::-i. Comments·.· -.,. .._ ' :1 "'77> .. · •. . \ S -. -.-c.7 ~-:·;,,,~--~-~I.,--'JI' ~-· , . , • . • ..,. ~ -t,'-:,,, ._,.-:r= ..... -7. . . T •• ,,j• I . .,,""'1 , . ' • ::., .,.c_.,., -£.%>7v:J ,1 ,_,, ' ,.-+-. • i ~ IF AJ'IESPONSE1JS•NOT RE,PEIV.ED ~ITHIN 24 HOURS; IT WILi, BE ASSUMED IT IS OKAY TO FINAL. •• / ff • .'J 1/,,,.,_¥/1-. (~ . FINAL INSPECTION NOTICE Date ., ..._ r,7 ; -,. Address _ .. / / · ~ · jr-../ Plan # I,..._ ;./ ·, --'.-Type of Construction __ ·"_._,:,_-··;_,_· ___ / ________ _ F.ire Prevention Planning Department Utilities Department Date Date -Date Date Ph. No. ..: , _. tJ .5~ Approved 2. -I .3 -~-', Approved Approved Approved IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT WILL BE ASSUMED IT IS OKAY TO FINAL. I N s p E C T I 0 N R E Q u E s T ------------ To: ENGINEE;RING,-FIRE, PLANNING, UTILITIES FINAL INSPECTION NOTICE Date ______ _ Address . Plan # ____ -_._/_ Type of Construction ______________ _ Person to Contact ________ Ph. No. _____ _ Planning Department Utilities Department pate '2. -~4~ ~~ Approved Date f)-/J-/i?G Approved ~ Date Date Approved Comments:----'---------------------.,.....- IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT WILL BE ASSUMED IT IS OKAY TO FINAL I N s p E C T I 0 N R E Q u E s T FtLE No Joe:· ~OORESS· YEAR: American ~ ngineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 f? ' (/" ~~·" . , ' 289 SUMMARY OF COMPRESSION TEST RESULTS PAGE 1 PARK PLACE APARTMENTS Jefferson Street, Carlsbad, CA K •. A. P •. DEVELOJ?MENT. CORP. 1985 SPECIFIED MATERIAL: _...,C_,O._.n=-C==-r.aae...at..ae.___ 28-DAY STR.: _,_4 .... 0 .... 0"""'"0 ____ PSI P!IIOPORTIONS/MIX No.: 658 Padre TYPE: -----CEMENT: 7 • 0 sksPEC. SLUMP·----IN. ADMIXTURE:_-,-_________ AGG SIZE ____ IN. 0 5TOREC & CUREC. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH PSI LAB. NO. CATE CAST MO. DA. LOCATION IN STRUCTURE SLUMP IN. 2002 6/21 Fill over pre-cast 4.5 deck, bldg. #3, North- west corner of bldg. to 10' south. 3 R~CEIVED JUL31,9SS . OF CARLS-BAD Cl~uild\na D.epartment 3-K. A. P. Development 1-City of Carlsbad Building· Department 7-CAY 3170 28-.0AY 4460 4440 OTHER TEST RESULTS AGE DATE MAILEu AMERICAN ENGINEERING LABORATORIES, INC. American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 F11;.E No. 289 SUMMARY OF COMPRESSION TEST RESULTS PAG~--.::::1,___ __ JOB: AOORESS: YEAR: K.A.P. DEVELOPMENT CORPORATION 1985 0 STORE0 8: CUREO, NOT TESTED . -· L.AB, NO. 11-03 1087 1102 1145 1313 CATE CAST MO. CA. 4/5 4/4 4/5 L.OCATION IN STRUCTU~E Building' 5, 1st course to 4 1 , (from20'to30' from E. rear corner of garage wall, rear al- ley). 3 Building 5, from W. end gar.age wall lift 4 I• **SPECIAL** (from 10' of rear to 20') 1st 3 2 4/10 w. Stairwell enclosure 1st 3 courses. 3 4/22-E. stairwell enclosure Building 4, 4' to 6'. 3 3-K.A.P. Development 1-City of Carlsbad SPECIFIED 2 0 0 0 ,MATERIAL, ___ .;;.;M;;.;;o;..;r;;..t=a""r _____ 28-DAv STR.,-~;..;;...;;;__ ___ Psr PROPORT1ONs/M1x No., __ T=-...Y.P:.::e=--'-' ""S_" _________ _ TYPE:-----CEMENT:----SPEC. SLUMP, ____ JN. A0M1xTuRE, Gens tar GG. SIZE:----.IN. ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. OTHER 7,0AY 28,DAY I TEST I RESUL.TS r AGE CATE MAll.EO 2900 4510 1610 3060 4480 2450 2400 4650 150·0 2170 2150· 1720 RE El ED M t 141 85 ITV F CA LSBAD Buil Ing Dep rtment AMERICAN ENGINEERING LABORATORIES, INC. FILE NO Joe, A00RESS: YEAR: American Engineering Laboratories. Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 2'89 SUMMARY OF COMPRESSION TEST RESULTS PARK PLACE APARTMENTS MATERIAL, . Gron t PAGE 1 SPECIFIE0 28-DAY STR.: _ __.2"-'Q..,_,,,.Q_...Q'----PSI 2703-29 Jefferson Streat K.A~P. DEVELOPMENT CORPORATION 1985 PROPORTIONS/Mi,; No., ---------------- TYPE: -----CEMENT: 6 • 0 Sk SPEC. SLUMP:----.IN. ADMIXTURE:· __________ AGG. SIZE. ____ .IN. "STORE~ a: _':_UREO_. NOT TESTE0 ULTIMATE COMPRESSIVE STRENGTH PSI LAB. NO. 1232 1314 1375 DATE i:;AST MO. CA. 4/2 4/22 4/25 LOCATION IN STRUCTURE West_ stairwall enc:J.os..:. ure, building 5, 1st 4 I • 3 N. wall, building 1, aprox. 30' from N.W. corner of building. Footing to 4 I • 3 - w. perimeter wall, 2nd lift, 4 I to ·top, lOi N of s. perimeter wall. 3 - 3-K.A.P. Development 1-City of Carlsbad 10 10 1720 10 1250 28-DAY TEST AGC: I RESULTS 10-day 2420 ! RECEIVED MAY l~ 1985 OAT!; MAILEiJ CITY OF Cj\RLSE-AD 8 ~ilding Departmer t AMERICAN ENGINEERING LABORATORIES, INC. American Engineering Laboratories. Inc. 7574 Trade Street, San Diego, California 92121 Teleph~S-3730 LABORATORY NUMBER AEL 5-556 DATE 5/1/85 File #289;P238 Project: PARK PLACE APARTMENTS -BUILDINGS 1, 2, 3, 4 & 5 2603-29 Jefferson Street Cq.rl sbad, CA Subject.: Special Inspection -Reinforced Masonry Reinf. Steel: ASTM A-615, Grades 40 & 60 C.M.U.: AST:M C-90, Type 11A11 Lightweight Mortar: ASTM C-270, Type 11S11 Grout: ASTM C-91, 2000 psi Inspectors: David A. Folz & Bernard Cook Date: 4/4/85 Inspected progressed masonry lay-up at Building #5, 1st lift to 41 -011 elevation at the following locations: (5 1 -0 11 from rear west corner of garage wall to 60 1 .,.0 11 from rear west cor- ner of garage wall); 28 1 -0 11 long wall 60 1 -0 11 from rear west corner of garage wall, north; and wall east rear corner of garage wall to 60 1 from east rear corner of garage wall. Inspected reinforcing steel for placement, size, clearance and cleanliness. · Date: 4/5/85 Inspected masonry wall erection, work in progress at Building #5 from rear east corner of garage wall 28!-011 to north near stairs 1st lift to 41 -011 and from east rear corner of garage wall to 60 1-0 11 from east rear corner of garage wall to 41-0 11 height. Cast 3 samples mortar for testing. Date: 4/8/85 Inspected in-progress masonry wall erection, Building #5; 51 east of west rear corner of garage wall to approximately 120 1 east of west rear corner of garage wall, 2nd lift, 41 to top,~and-east·stairway enclosure, Building #5, 1st lift, foot- ing to 4 1 -0 11 • Building #4, walls from west rear corner of garage wa 11, to 89 1 -4 11 east of west rear corner of garage wall. Inspected reinforcing steel for size, placement, clear- ances and cleaniiness. ~ Page 2 5/1/85 AEL 5-556 File #289;P238 Date.: 4/9/85 Inspected masonry wall erection Buildi-ng #4; from west rear corner of garage wall. Inspected reinforcing steel for size, placement, clearances and cleanliness. Date: 4/10/85 Inspected masonry wall erection, Building #5; from west rear corner of garage wall 5 1 -0 11 to east, 1st lift footing to 4 1-0 11 , west stairwell enclosure, f0oting to 4'-011 , east stairway enclosure 4 1-0 11 to 81 -011 • Building #4 west stairway enclosure footing to 4'-011 • Cast mortar samples for testing. Date: 4/11/85 . Inspected masonry wall erection, Building #5; west stairwell enclosure, 41-0 11 to 81 -011 and east stairwell enclosure 4'-011 to 8 1 -0 11 elevation. Date: 4/12/85 Inspected grout placement at rear garage wall, west stairwell enclosure, east stairwell enclosure and wall at 60' from east rear corner of garage wa lT, to 28' to north. Inspected a 11 re- inforcing steel for sfza, placement, clearances and cleanliness. Date: 4/18/85 Inspected unit installation and reinforcing steel cleanliness, spacing, size, lap and position for conformance to plans, at restraining basement wall of &uilding #4 at first lift from top -0f footing and 4'-011 from 70' east of west end of wall to east end of same. Date: · 4/19/85 !nspected cell cleanliness at basement restraining wall and position~ size, lap of reinforcing steel prior to subsequent high lift grout placement from west end of wall extending 70' east in Building #4. Inspected subsequent grout placement for consistency and cons.oTidation in same, inclusive of locations in report of 4/18/85. Inspected reinforcing steel for afore- mentioned conditions in all pilaster footings of Building #1. Cast one set of grout samples for test. Inspected reinforcing steel for cleanliness, size, lap, po- sition and spacing. rnspected unit installation for condition, placement and proportioning of mortar and mixing for first lift from top of footing+ 4'-011 elevation at entire basement perimeter wall of Building #1. Page 3 5/1/85 AEL 5-556 File #289;P238 Date.: 4/22/85 Inspected masonry wall erection (east stairway enclosure, Bui 1 d- ing, #4) 4 1 -011 to 8 1 -011 • Inspected grout placement, Building #1 (footing to 4 1 -011 ) all perimeter walls. Inspected reinforcing steel in a·ll of aiJove for placement, size, clearances and clean- liness. Cast mortat and grout samples for testing. Date: 4/23/85 Inspected progressed masonry lay-up at rear garage wall, from east stairway enclosure to 30 1 -0 11 to west on rear garage wall) Building 34, 2nd lift, 4 1 ~0 11 to top of wall, and Building #1, (west, east, and north perimeter walls) 4 1 011 to 8 1 -011 elevation. Iri-spected reinforcing steel for placement, size, clearances and cleanliness. Date: 4/24/85 Verified C.M.U. lay-up procedures; reinforcing steel installation and cell cleanliness at Building #1, fi·nai lift; and Building #4, top course at final 1 ift and pilasters. Date: 4/25/85 RLH: vl s Inspected grout placement, all perimeter walls Building #1, 2nd lift, 4 1-01' to top. Inspected reinforcing steel for size, loca- tion, cleanliness and clearances. Cast 3 samples for testing. INC. 3-K.A.P. Development Corporation 1-City of Carlsbad FII .. E NO. Joa, YEAR: American Engineering Laboratories. Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695,3730 289 SUMMARY OF COMPRESSION TEST RESULTS 1 PARK PLACE APARTMENTS .2603 Jefferson K.A.P. DEVELOPMENT CORPORATION 1985 SPECIFIED MATERIAL, ___ G __ r ___ o __ u __ t _____ 2a.01w STR., _______ Ps, PROfl01tTIONS/M1x No., ---------------- TYPE:-----C.EMENT: .... 6 .... .._5.__,..S...,kaPEC. SLUMP:----.IN. ADMIXTURE: ___________ AGG. SIZE: ____ .IN. .. •STOREC a, CURED. NOT TESTEC ULTIMATE COMPRESSIVE STRENGTH. PSI LAB. NO. 1312 CATE CAST MO. CA. LOCATION IN STRUCTURE 4/19-Restraining wall, bldgj IV. 1st lift. 3 · 3-K.A.P. Development Corp. 1-City of Carlsbad Building Department SI.UMP I 7-CAY IN. :ZS-CAY I OTHER . CATE TEST I RESULTS I MAl!.EO AGE 10 1740 R MAY 61985 CITY OF C RLS AD B ilding D partmen AMERICAN ENGINEERING LABORATORIES, INC. lJ~ <._,~ ctt~ WILLIAM L. COCHRANE, R.C.E. #24445 Fu.E No. JOB: AODIUSS: YEAR: American Engineering Laboratories, Inc. 7574 Trade Street. San Diego, California 92121 Telephone (619) 695-3730 289 SUMMARY OF COMPRESSION TEST RESULTS PAGI'" 1 PARK PLACE APARTMENTS 2703-29 Jefferson Street K.A~P. DEVELOPMENT CORPORATION 1985 SPECIF I EC MATERIAL: __ G_r_o ... u .... t ___ 28-DAY STR.,-...... 2"""0.....,.o...,n'-----Ps. PRO~RTIONS/MIX No.: ---------------- TYPE:-----CEMENT: 6 • 0 Sk SPEC. SLUMP:----.IN ADMIXTURE: ___________ AGG. SIZE:----.IN •STORED Be CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI CATE L.AB. NO. CAST L.0CATl0N IN STRUCTURE MC, CA. 1232 4/2 West stairwall enclas- ure, building 5, ;I.st 4 I • - 1314 4/22 N. wall, building 1, aprox. corner Footing 3-K.A.P. Pevelopment 1-City of Carlsbad 30' from N.W. of building. to 4 I • .3 - 3 - SL.UMP 7-0AY IN. 10 ---- 10 1720 28-0AY OTHER TEST I RESUL.TS AGE ll.0-day 2420 DATE. MAIL.ED R ::cE:1v1:o MAY 61985 CITY OF CARLSBAD I uilding >epartmE nt AMERICAN ENGINEERING LABORATORIES. INC FIL.£ NO. 289 American Engineering Laboratories. Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 SUMMARY OF COMPRESSION TEST RESULTS PAG 1 Joe, PARK PLACE APARTMENTS 2603 -29 Jefferson SPECIFIEC 2 MAT~IIIAL: __ M=o-=r'-'t_a::,::r ___ 28-0AY STR.: _.;....,.;;o...;o;...o;;;,... ___ PSI AC0RE55: YEAR: K.A.P. DEVELDPMEN.T CORPORATION 1985 0 5TOREC & CUREC. NOT TESTED CATE L.AII. NO. CAST L.OCATION IN STRUCTURE 1103 1087 1102 1145 1313 _MO. CA. 4/5 4/4 4/5 Building 5, 1st course to 4', (from 2·0' to 30' from E. rear corner of garage wall, rear al- ley). 3 Building 5, from W. end garage wall lift 4'. **SPECIAL** (from iO' of rear to 20') 1st 3 2 4/10 W. Stairwell enclosure 1st 3 courses. 3 4/22 E. stairwell enclosure Building 4, 4' to 6'. 3 3-K.A.P. Development 1-City of Carlsbad P110P011T10Ns/M1x No., __ T__..y __ p __ e ___ ",..S_" _________ _ TYPE: -----CEMENT:----SPEC. SL.UMP: ____ .lN. ULTIMATE·COMPRESSIVE STRENGTH. PSI SLUMP I 7-.0AY IN. 2900 1610 ---30·60 1500 1720 OTHER 28-0AY TEST RESUL.TS AGE R. C. . #3 5 DATE MAI LEO FIL.£ NO 289 SUMMARY 'OF COMPRESSION TEST RESULTS PAGE 1 Joe, PARK PLACE APARTMENTS 2003-29 Jefferson. Stree-t ACORESS, -7 - K.A.P. DEVELOPMENT CORPORATION YEAR: 1985 •STOREO a: CURED. NOT TESTEO I.AB. NO. 1232 1314 1375 CATE CAST MO. CA. 4/2 4/22 LOCATION IN STRUCTURE West stairwall enclos- ure, building 5, 1st 4 I• N. wall, building 1, aprox. ~0' from ~.w. ~orner of building. Footing to 4 ' • 3 - 3 4/25 W. perimeter wall, 2nd lif~, 4' to top, lOJ N of S. per;i.meter wall. 3 j SPECIF I EC MATERIAL, __ G .... r ... o .... u .... t ___ 2a.0Av STR., __ 2 __ 0.......,0 .... 0 ___ Ps, PftO.-ORTIONS/MIX NO.: ---------------- TYPE: -----CEMENT: 6 • 0 sk SPEC. SL.UMP:----lN. AOMIXTURE: ___________ AGG. SIZE: ____ .lN. ULTIMATE COMPRESSIVE STRENGTH. PSI I SLUMP 7°0AY IN. 10 ---- 10 1720 10 1250 28-CAY 2790 2840 3100 3070 2060 2030 OTHER TEST I RESULTS AGE 110-day 2420 DATE MAIL.EO 1598 5/13 Building #3, east stair 10.5 1500 well enclos:ure, east wall, full length 4' to 8 I• l 5/10 West stairwell enclos- ure, rear wall, full length, footing to 4'. 3 3-K.A.P. Development ..,.,~--r,-·-~--:,:;~~ =.u---\;,,."3.f'-1/-· 0.-:a:;~-1..,c:ir:i;s·.1.ra\.l'::> 10 11-day 1920 AMERICAN ENGINEERING LABORATORIES. INC . American Engineering Laboratories, Inc., 7574 Trade Street, San Diego, California 92121; Telephone (619) 695-3730 Fll.E NO. 289 SUMMARY OF COMPR.ESSION TEST RESULTS PAG~ 1 Joe, ACCRESS· YEAR: PARK PLACE APARTMENTS 2603 Jefferson Street K. A. P. DEV]:LOPMENT COR,P. 1985 "!;,TO.REC llr: CUREC. NOT TESTEC. LAB. NO. 1540 1627 CATE CAST "!0., t;)A. 5/9 ·LOCATION IN STRUCTURE Columns., ground to 1st floor, b],.dg. #5. 5/16 West garage column, Bldg. #3 uppermost 3'. 3 ··"_3_:-K.A.P. Development Corp. ;, ,l..,-<ll.£.~.-:QT.::~CsJ;J::sb.ad~i MAT~RtAL, Concrete SPECIFIEC 4 0 0 0 2.8-0AY STR.: -------PSI PftO~RTIONS/MtX No.: _.;::.8..:4;..-...;0.:,.7~7 __________ _ TYPE: __ I_I __ ctMENT, 7 • 0 sksPe:c. SLuMP.----lN. ACMIXTURE: ___________ AGG. 51:ZE: ----.IN. ULTIMATE COMPRESSIVE STRENGTH. PSI SL:UMP ·I 7-0AY I 28-0AY I "'IN. 3 2900 2720 2.75 2740 OTHER I TEST I RESULTS I AGE DATE MAI LEO AMERICAN ENGINEERING LABORATORIES. INC. WILLIAM L. COCHRANE, R.C.E. #24445 American Engineering.Laboratories. Inc~. 7574 Trade Street, San Diego, California 92121; Telephone (619) 695-3730 F1L._.E NO. 289 SLIM MARY OF COMPRESSION TEST RESULTS PAGE ? Joa: ACCRESS: YEAR: PARK PLACE APARTMENTS 2~03 J~fferson Street K.A.P. DEVELOPMENT 1985 0 STOREC 8t CUR.EC, NOT TEST.EC L.AB. NO. CATE I CAST L.OCATION IN STRUCTURE 1628 MO. CA. 5/17. N. wall, 10 1 from going E. 4 I • 3-K.A.P. Development ,--J.---G;i ... t.y-of Carlsbad-~-*·· -..... ..-... , ...... ,:-> Bldg #2, 1.st W. c.orner Footing from 3 SPECIFIEC MATERIAL, _G __ r __ o....._u __ t ______ 2.e.o ... v STR., _...;2;:..:a.O.a:0...;0:...-___ Psi PROl"ORTIONS/MIX No.: 3/8 Pump tv,-E, _____ CEMENT,_6 ____ • __ 0__.s=ksPEc. SL.UMP: ____ .IN. ACMIXTURE:_N ___ o __ n __ e""--------AGG. SIZE.----.IN. ULTIMATE COMPRESSIVE STRENGTH. PSI i I SLUMP· I 7-CAY _ IN. 10.5 2390 ZS-CAY I OTHER ·1 TEST I RESUL.TS I AGE OATE MAIL.f'.O AMERICAN ENGINEERING LABORATORIES, INC. ~~G,cA~ WILLIAM L. COCHRANE, R.C.E. #24445 American Engineering Laboratories, Inc., 7574 Trade Street, San Diego, California 92121; Telephone (619) 695-3730 FIL • .E NO Joe: ACCRESS: YEAR: 289 SUMMARY OF COMPRESSION TEST RESULTS 1 PARK PI.ACE APARTMENTS 2603 -29 Jefferson K.A.P. DEVELOPMENT CORPORATION 19ff5 SPECIFIED 2 0 0 0 MATERIAL.,. _M ........ o ... r ..... t __ a __ r _____ 2.e-oAv STR., _;.;;..;....;....;;. ___ Ps, P11O,-o,n-1ONs/M1x No., ___ T=-y~p~e.__'....l' S==--"--------- TYPE:-----CEMENT:----SPEC. SL.UMP:----IN. ADMIXTURE: Gens tar -Li ma 'T'vn,:,,.GG. SIZE.----.IN. "'-, II •STOREC & CUREC. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI I.AB. NO. 1103 1087 1102 1145 1313 1541 CATE CAST MO. CA. 1.O!=ATION IN STRUCTURE SL.UMP IN. 4/5 Building 5, 1st course --- to 4 ' , ( from 2 0 ' to 3 0 ' 4/4 4/5 from E. rear corner of garage wall, rear al- ley). 1 Building 5, from W. end garage wall lift 4'. **SPECIAL** (from 10' of rear to 20') 1st 3 2 4/10 W. Stairwell enclosure 1st 3 courses. 3 4/22 E. stairwell enciosure Building 4, 4' to 6'. 3 5/9 End wall, bldg. #3, 1st lii;t. 1 7-CAY Z8,0AY 2.900 4510 16-10 4480 2450 2400 3060 4650 1500 2170 2150 1720 2850 2910 2290 OTHER TEST I RESUL.TS AGE CATE MAII.EO AMERICAN ENGINEERING LABORATORIES, INC. American Engineering Laboratories. Inc., 7574 Trade Street, San Diego, <;:alifornia 92121; Telephone (619) 695-3730 ') FIL.£ NO. 289 SUMMARY OF COMPRESSION TEST RESULTS PAGE 1 JOB: AOOR£5S: YEAl'I: PARK PLACE APARTMENTS 2603 Jefferson K.A.P. DEVELOPMENT CORPO~TION 1.985 •STOREO 1k CUREO. NOT TEST,EO I.AS. NO. 1312 · CATE CAST MO. CA. L.OC.ATION IN STRUCTURE 4/19 Restraining wal.l, bldg IV. 1st lift. ·3 SPECIFIED MATERIAL, ___ G __ r __ o ____ u __ t,__ __ zs-DAY STR., ______ _ F'Sl PROPORTIONS/MIX NO.: TYPE, -----CEMENT: 6. 5 Sk!iPEC. 5'1.UMP:----lN. ADMIXTURE: ___________ AGG. 51%£: ----.IN. ULTIMATE COMPRESSIVE STRENGTH. PSI I SI.UMP I 7-CAY , IN. 10 174-0 ze.·CAY 2510 2630 OTHER TEST I RESUL.TS AGE DATE MAJL.EO AMERICAN ENGINEERING LABORATORIES, INC. 3-K.A.P. Development Corp. :g;_-:_~_~:!:x ---°~~-ca·rnroad =¥:,ri:-!~~far::tmejf:E~, lJ~ ~-Co c(A~ WILLIAM L. COCHRANE, R.C.E. #24445 American Engineering Laboratories, Inc .• 7574 Trade Street. San biego, California 92121; Telephone (619) 695-3730 FII .. E No. 289. SUMr.1ARY OF COMPRESSION TEST RESUL. TS 2 ,JOB: ACCRESS: YEAR:· PARK PLACE APARTMENTS 2603 -Jefferson Street K. ~. P. DEVEµOPMENT 1985 •STOREC & CUREC. NOT TESTEC \.AB. NO. 1626 CATE CAST Mo._c~, LOCATION IN STRUCTURE 5/16 s. wall, Bldg. #4, fo- oting to 4 1 , 1st 10 ' from west end of wall. 3 3-K •. A.P. Development F: .l,_::C.~_1':y __ o f:._c:ar.~!C} SPECIFIEC 2 Q Q Q MATER'"'"' -.M..,,o,.,.r....,t..,a.,..r ___ 2a.o,.v STR., __ .;;;;...;;;...;...;;...... __ Psi Ty· pe "S" PRO~RTIONS/Mtx No.: -----'--='---=------------ TYPE: Colton CEMENT, ____ sPEc. s1..uMP, ____ .1N. AcMrxTuRE· Gens tar Tvne "S" AGG. s1:z£, ____ .IN. I ,1mi::> ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. 7-CAY ---1210 28-CAY OTHER I TEST I RESULTS I AGE CATE MAII..EO AMERICAN ENGINEERING LABORATORIES, INC. ut~({pct~ WILLIAM L. COCHRANE, . R.C.E. #24445 American Engineering Laboratories, Inc., 7574 Trade Street, San Diego, California 92121; Telephone ( 619) 695-3730 American Engineering Laboratories. Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 LABORATORY NUMBER' AEL 5-661 DATE 5/21 /85 File #289;P238 Project: PARK PLACE APARTMENTS -BUILDINGS 1, 2, 3, 4 and 5 2603-29 Jefferson Street Carlsbad, CA Subject; Special Inspection -Reinforced Masonry & Concrete Reinf. S_teel: ASTM A-615, Grade40 Concrete: #84-077, 7 sk. Building Permit #85-18 (l-5) C.M.U. Block:· ASTM C-90, ~rade 11A,11 L.W. Mortar: Type 11S11 , 2000 psi Grout: Mix Design# 6 sk, 2000 psi Inspectors: Duel Thomas, Dennis Donahue, David A. Folz Date: 5/9/85 Inspected placement of Goncrete at footing to 1st floor columns, Buildings 4 and 5. Cast concrete samples for test. Inspected masonry progressed lay-up at Building #3, 1st 1 ift. Date: 5/10/85 Inspected grout placem~nt, entire perimeter walls and stairway enclosures, Building #3. · tnspected reinforcing steel at all wa11s above for placement, si.ze, clearances and cleanliness. Cast samples for testing,. Date: 5/11/B5 RLH:vls Inspected unit installation for plumb, positioning, condition of units, mixing/proportioning of mortar. Inspected reinforc- ing stee·l for size, grade, length, lap, position, clearances and cleanliness for conformance to pl~ns at second lift from top of footing elevation + 8 1-0 11 at enti.re basement wall in Building #3. AMERICAN ENGINEERING LABORATORIES, INC. Revi e_we_~ ~y __ ; D 1-K.A.P. Development Corp~ 1-City of Carlsbad MAY 281 85 CllY OF CARLSBAD Building Department F1L.E No .Joe: AooRESS· YEAR: 289 American Engineering Laboratories. Inc. 7574 Trade Street. San Diego, California 92121 Telephone (619) ~3730 ) fvJ-<-- t,/ SUMMARY OF COMPRESSION TEST RESULTS PAGE PARK PLACE APARTMENTS MATERIAL.: SPECIFIED ___ G_r_o_1_1_t ___ 28-DAY STR.: ____ 2"'-'-1.0 .... aw.o...._ __ PSI 2703-29 Jefferson Street K.A.P. DEVELOPMENT CORPORATION 1985 PROPORTIONS/MIX NO.: TYPE: _____ CEMENT: 6 • 0 Sk SPEC. SL.UMP ____ IN. AOMIXTURE: ___________ AGG. SIZE:----.IN. 'STORED & CUREO. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH PSI L.AB. NO 1232 1314 l375 DATE CAST MO. OA. 4/2 L.OCATION IN STRUCTURE West stairwall enclos- ure, building 5, 1st 4 I • 3 4/22 N. wall, building 1, aprox. 30 1 from N.W. corner of building. Footing to 4 1 • 3 4/25 W. perimeter wall, 2nd lift, 4 1 to top, 10' N of S. perimeter wall. 3 3-K.A.P. Development 1-City of Carlsbad SL.UMP IN. 10 10 10 i 7-0AY ! 1720 1250 28-0AY 2790 2840 C OTHER TEST I, RESUL.TS i AG~ i i 0.0-davi i -! 2420 I . ' DATE MAIL EC AMERICAN ENGINEERING LABORATORIES. INC. American En(Jineering Laboratories. Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 F1L.E NO. 28_9 SUMMARY OF COMPRESSION TEST RESULTS PAG 1 Joe, AOORESS: YEAR: PARK PLACE APARTMENTS 2603 ~ 29 Jefferson K.A.P. DEVELOPMENT CORPORATION 1985 0 STOREO 8: CUREO. NOT TESTEO L.AB. NO. 1103 1087 1102 1145 1313 1541 O:A.TE CAST MO. OA. 4/5 4/4 4/5 4/10 4/22 5/9 LOCATION IN STRUCTURE Building 5, 1st course to 4 ' , (from 2 O ' to 3 0 ' from E. rear corner of garage wall, rear al- ley). 3 Building 5, from W. end garage wall lift 4'. **SPECIAL** (from 10' of rear to 20') 1st 3 2 w. Stairwell enclosure 1st 3 courses. 3 E. stairwell enclosure Building 4, 4 I to 6 I • 3 End wall, bldg. #3, 1st lift. 3 I SPECIFIEO 2 0 0 0 MATERIAL., --"M ____ o __ r;...;t __ a=r ____ za.c>.v STR., ______ Psi PROPORT1ONs/M1x No., ___ Taa.y.,_..p-=e'--' .... ' S"'--" ________ _ TYPE:-----CEMENT, ____ SPEC. SL.UMP, ____ JN. ADMIXTURE: Gens tar r Lime Tyn&.GG. SIZE:-----l 11s11 --~ .N. .ULTIMATE COMPRESSIVE STRENGTH. PSI SI.UMP IN. 2900-4510 4480 1610 3060 1500 1720 2290 2450 2400 4650 2170 2150 OTHER TEST I RESUI.TS I AGE El MA 21198 CATE MAJl.ECi OF CARL BAO Buildin Depart ent AMERICAN ENGINEERING LABORATORIES. INC. R.C •. #3 , . FtL.E No Joe, AOORESS· YEAR: American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 289 SUMMARY OF COMPRESSION TEST RESULTS PAGc._ ___ ...;l;;. ___ _ PARK PLACE APARTMENTS 2603 Jefferson Stree~ K. A. P. DEVELOPMENT CORP. 1985 SPECIFIED 4 0 0 0 MATERIAL.: _c_o_n_c_r_e_t_e __ 2.8-0AY STR.: -----'---PSI PROJIIORTIONS/MIX NO.: __ 8 __ 4_--'0 ... 7.;......7 __________ _ TYPE: __ I_I __ CEMENT, 7 • 0 sksPEc. s1.uMP, ____ lN. AOMIXTURE: ___________ AGG. St:Z:E: ____ .IN. "STORED, 8: CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI L.AB. NO .. I 1540 DATE CAST MO. CA. 5/9 L.OCATION IN STRUCTURE Columns, ground to 1st floor, bldg. #5. I SLUMP I 7,0AY IN. 3 2900 2720 28-DAY I OTHER I TEST I RESUL. TS I AGE: , I~ EC~ E 1,,-E D Ml f 2119 5 CATE MAIL.£0 CITY O =-CARLSBAID Build ng Depa tment AMERICAN ENGINEERING LABORATORIES. INC. WILLIAM L. COCHRANE, R.C.E. #24445 PACIFIC STATES ELECTRIC Y,:· .:roe Mt/~e ku,au ---··--·-· q~i //4,r-.JEFl=US~/v ..!t7:·· .. ·······----- LICENSE NO. 394332 -D ~ TE°" 6992 EL CAMINO REAL SUITE 104 CARLSBAD, CA 92008 (619) 481-6882 C,()/41~£/J ·~ -._.eL EcTR.ICA L S-//1.JG/E L.../;tJE DI/IGIJ/1 /'YI . . '"' .. -·· -........ ~- ~'t? o A Jn'/-7,.· / .4) 3 w / 20/:z.. ~t1 v . · 7Y/)/~4 t, L5v//d · I,. 2-, 3,, ; '+ · --~~ e,cJ WA"Fcn.. -J uF~ec_ . 6-°3> AL 2.o A /LIT ;;..: ~ ' . . t Y, /J IL./T. /1, ~ loA o CeAJrE.n.. ~ 2a A !}!{11. I 2 t;tt., Al'\P aus J.2,~ ~-·2..o~ 1.r=A .bGl,t'JS I</ ap, LILCJAC011~, · L_ q, " r,, · .L,[l-1 ______ )/_u//S I r. at /µi / '2-'16 Vc,tk' 7 2o A kt/. /4,., /1-/4 /2-Uv .7/2 _w,u. J]ej Ill/} /)-?µ,- c.,-~~--/;~:-.-~~-.L-::.2-::;..::U<-- • l) U& ... "k ,~ PACIFIC STATES ELECTRIC ,,~ LICENSE NO. 394332 /2--ep __ z:5 -____ (l,.._..:_ ___ • _____ ~ ..... ,:fOQ A,4rfj'y ki,#.t?£ 6992 EL CAMINO REAL SUITE 104 ..-· • CARLSBAD, CA 92008 . ~ y 1./M rt <""z.:·· .. ····-------(619) 4a1-s882 (fl=FF~ x;/V ~ · . C.o~6~d~ .... : ... /:L EC.TR/CAL $"/NG/E L-/A-JE - 6CJO A-n:t1 I di 3 l,-c/ /UJ/.J..vo v · $v"· Id #=-S- X # l"'V\e.i-~~~ Re.&d I 01//GR/1 m ··-·-·-·--····--·······-·. -- ~?a U,t/Jffl'-f ()_FR,, ~t~ I-/.J1J6-ti . .· ,6 -3 ,(J l-. /./17 /2 ~ LoA o Ce1.Jrt:n.. /.JISII. 1_2-U<.,- AMP Sos 1.2=2-·2..o~ 1s:A LIWl--75 /~ ~ 10 . cifLCOl1.s, ........ (___..q, " tr/1~·---«u._~_·YS ______ J __ v_~_ 2o.4 L1J. k. 11/IJ.. /L·c:u.__- )J-U<-- 2-?t,(.-- /0~ , .. /' U1v1i' .£(3... Fr 8 .·C/bO G o/bO Cj 71P (). q 919() /2-Cj~o To~L.~~r 3 WA~ ,Ol,t... i,. IJ PP/ .. cJ:;f. : R, {/. c 2 u ·-If. IJNft N,/J. ()1 S /2 w_A ,-"4k TA.As I../ C.o,.v{J- L. AV,N 01i1 . ' He4 t-tob~ {,;u A T /.:. 1t, /-1-1 ll. IJ-C -l,l NI r" '"f'~T~L WA rtt; ~ec.r,o·AJ 2.:a..t)-:. "1-~() M:KJ~~ ~ .,.~ C 2 <-/ (J v/ .M111iV.Jc!IU11tt PACIFIC STATES ELECTRIC PA1"£ I :L-g -S 3 . LICENSE NO. 394332 . 6992 EL. CAMINO REAL SUITE 104 CARLSBAD, CA 92008 (619) 481-6882 MAIN Slll.V/C.£ CALCU/_//tft:J/JS- [31.)do / 1..:fu, 1 d r-iu7i1 p31)( ·' <i . f t3u,7J I f3u, Id. ·' I l ·2. n f ·-:3 3 'T is I i ----··-.. -~ _ .. -.... 7 b~U f I I ' .. ~ S7bo I I ' 1. I Sb<to r : I i I 8b'fo ~ ' . i t /iS'lo 7'7io is7to ! b 'to Wbl./o //SlO --n 2 ·30'/0 t7:J. .. <t0 2s-9UJ Ac[1lu 3'1~bo ,;:2..4.oou J CJV60 2. 7 ()00 i,_.70 Oo j.b c,OD -:J-.(000 .. 2-; ooo -·A'1 ooo )..'-1,oOO '.2..1 ooo /pOO(../ 1s-oo / IL s-o /IL 'i°o 1 s-ood ~ -e -& ·--4t -B-·-e- ·2~2..DO ?-floD6 '22 27) 2 2.2-7) 2'-l)oD 4fo fOD 5"/~6(.) (;;/2b6 'fr,/1..DO 1lb66 ' .(9-tr -e-.-e,-..a... -e-I ,@--e & ._I).- I, //./(, 0'¥0 /£/0/ 't(J. /"7/6'-/) /7 /'7'-1> 'J..f'j'/60 9J?.' i/ ft t '-ll'! 'I !>t ~I% 62 -;t::/1 /o/~'f-'I 7~ 'FcJ., 71 YVJ? <19~~ ./. /0 (JO(/ /IJbO() /t,.?/?00 //JbOo IOto::J 727C/7 7 /1£/1./ ~ 3 f{61 <g-3 ~61 C/Cf%'i ~o3A 299 A 35-oA 3 504 Lf/L//l I ' ' I lluild. ; I j l I ; j lUAT7S .•·. .. •' . WATr ! ; •.. . iB M_;t~ e /Lv /.J .Ur 'ft/ ~W1T .J 1£,-FV. SON ff. CA Ii-[$ 6ocJ,,, CIQ. 4? lCV i U1V1r I /1 r 5& F+--9hO----__ _...,.__ ~WAir Pe.4L S6l r=-+ 2.'?</0· PACIFIC STATES ELECTRIC I LICENSE NO. 394332 · 6992 EL CAMINO REAL SUITE 104 CARLSBAD, CA 92008 · · (619) 48t•6882 I I I I • I ! I ! l i ! I -r . l I I I I I I f I . ------7·-! L I I f ! -r--·-1 wAVS __ l i. -t APPi. ce-1-".s 000-. i i ' I l · . I I I I ! -- Cc:i'nf)UTeO l.oA.D I To,A-L I Si S,D I UJATTS -.. ____ .-_ -.. . ,~_a k:We \oo-d/6 3000· I I :?.59.· 8~,. a l 00 " .. I .. I {)\s kw-f\ s °N--e,.__ 11-5"0 . . . . L.A: u A) ll (1. 'i 4~ oo ' TflA~U ~I'· tJQv\~ ~-AAJ G-e-~L106 ove1v , li~A, ,.io o ' . !1--c UNrr ; WA,eR H~. : 2'/o ·v/ 2~9-r<t ~TT$ S't1S ~t!t!!LJ121...... .J IO f< A .. . ~ ~ 2/0/1. I, I i.-y /2..'5' rt S'U.i P:-ee.J) ~ ' I ,:£·1;u,AL. G~/ '-'tJOtr . -..;..::..-- I ' I " ,3/ AL I I ESGIL CORPORATION 9320 CHESAPEAKE DR .• SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: Jt,))....)f!= /3 JU_RISDICTION: -CAE'LS.E>.40 0 APPLICANT 0 JURISDICTION 0 PLAN CHECKER [] FILE COPY PLAN CHECK NO: 0 UPS ---------------- PROJECT ADDRESS: :2~0:3-29. JcrFeE.:SoJ..JSr. 0 DESIGNER ~ The plans tr-ansmi t ted herewith have_ been car-rec ted where necessary and substantially comply with the jurisdiction's building code.s. D D 0 D D 0 The plans transmitted-herewith will substantially comply with the jurisdiction's buildLng codes, when minor-deficien- cie~. ;J.d.en tified 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 ar.e submitted for recheck. The applicants 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 ataff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been comp 1 e tect.'" Person contacted : ______ 4_.· _:.e ____ ,C._H ____ , _______ _ Date contacted : __ -"-qz..:..-iJ.;;~,&.../2...;;..3.. __ ~ _________ T e 1 e phone # t,,/? -4/,,,0 32.f 3 7 REMARKS: --------------------------------------- BY: 6£.~v ESG1IL CORPOR)1'ION ENCL: ------- Form 31584 i I I \ ..... . ~-L4-8=-b_·· __ : ~ .,... : :(~ ; , -I -----0f;if2_,7R{!__! _________ _ ----·-----__ .·: ___ :~if _wou0()_ L-t!C6 772__S._(J_l~l2JLf-_~:_ __ _ -----.. ---.-------Z-L7M1 ____ ..D-·i __ c ~6 e_r::,. ____ 7cL ___ au _____ . _____________ 1 _· D7PRQ.Ur2__ 72,W)!LS__ A_;-CZ.W3_ ________ JEP.Ffif!5cxl _ ·V. :·Ft&& # 85-/8 . ~,. -----·-·--"-----------------, ' i __ ;f_-m t2/lli;-' 01-l 'B.Vtl~-S_}_4_mtf_o11~ __ --~ ___ oE. --rtdJi_ CQJ-:)~ ___ <:tJ(S __ -c-------- __ t..,, ~~ot.-ro ,z,~Jba=-= -----,.----i.{_· ______ ·----··- : .. . 1. . • ----· : ~-. . . 7.--OJ11J.J." __ -rffl.S ___ (()_ ~-'------------- . __ ... _____ ---=>~---:'$PANCIUlZ <5 ______ <;; ~-C ~~~---~L11_ 2--/cJJfl _ J(c&c._ __ ~ ·• ·---·-··---~--~-~ACIJt/Jli. --· ------· ----- ... ···--··-···-fl_. _7D/)]>pl2CUt ___ DGS/6J/ er-__ /)-· CCJ-:._ c ---·-··· -------- --------------·-"---~A-~T/0JM.Jrv&(2 __ P,?fll_ _ _AZ Jo6_ . .Ll::/_.061/6.S_ _ ?j __ _ ______ ·----~4~ .. ·_ ~ s He._ x~,1 ·--·-___________________ ... ________________________ _ .. ,, .. , ~ ~~~~~~--~:-------=------~ ____ c;,7dw/ 1)/lds __ ---------· ___ _ __ 4b2.-3ia2 _____ _ . i i I ··-··------·-; ·-·-----------·-----------' ----·-· ~--··--------·------···---·---··-· -----------..... -------.... . ' ! ----~--------~--_..,..._ __ _ --------·---·---~~ ~-----... - I C8 6'5-18 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DA'TE: //411/46 ---;+---,,.---------------0 APP'LICANT ~ JURISDICTION / !;::/ PLAN CHECKER 0 FILE COPY JURISDICTION:. Cr9r.ZL.5L3190 PLAN CHECK NO: 85-/f:3-:=ZZC. PROJECT ADDRESS: ,?a;g 7?l JeJ-'.,c:e)ZSoN 0 UPS 0 DESIGNER • D D D D 0 '[II 'D The plans transmitted herewith hav~ been corrected where necessary and substantialli 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 on the enclosed check list are resolved and checked by building department staff. The plans transmit~ed her~with 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: -------------- Date contacted: Telephone# ------------------- REMARKS: ENCL: 88-5Gc . 721 2Go3-0Cf ESGII., CORPORATION HB20 C'HESAPEAKJ<~ nu. .. ~rITE 122 ~AN DIEGO. C'A H2128 (619) oOO· 1 ·t.O~ kl, · Jl.:IIISOICTlON1 _______ DATF. /$df/SL/ ;-?':lJECT ADDRESS: 2&:tJ.3-cJ;' ($p~o:V r~: ~ P#e N G. V8t-/1s , /l //r 7&~ /dv1t(cf/2.5f77", /2V£, PUN CORRECTION SHEET Pl An Cht>Ck No. 83 -s-e,,-z-.::z;z::. ["'l(,,;;,F101 PttASE Rf'AD rJ,c check 1a l1~ited to technical requirement• c,nta1ned in the Unitorm Bu1ld1n9 Code, Un1torM flur.b1n9 Code, Un1for~ Hcchan1cal Code, National tlectr1cal Code and atate laws reguJating energy conserv,tion, noise attenuation and access tor t~e ha~d1capped. The plan check is based on regulations enforced by the Building Inspection ~epartment. You may have other corrections eased on laws and ordinances enforced by the ?!Anning Oepartfflcnt, Engineering O~partment or on.er departments. · The items e1reled below need clarification, ,odi!ication or change. All circled items have {e ce satisfied before the plan• will be in conform•nce with the cited code• and regulation•. !'er Sec. 303 (el, 1979 Unitoria .Building Code, the approval of the plan• doe• not permit the v1ol•t1on of any state, county or city law. Please 1114ke all correction• on the original tr~cings and aubmit two new sets of print•, anj any or1g1nal plan set• that may have b~en returned to you by the jur1sd1ction, · tc.: To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this c~ecx sh~et with the revised plans. LI ~LI CANT COPY. ' tJ2r'cITY COPY D PLAN CHECKER COPY ·-. (,3} t1',el~/IV& 0~ /2Br;,VBS.n::i::::> .,5::,/ ~ R&?J?}o/, RBY..1G'l.<J t:J F !2Erb1c:T $/del)S /7'?.//U I Ftr:J-t7.Utf1.5, -h:J Bt::: S/2.c"~ ?~-- ?-'~ 7'77-l3t.6 29-r/-, e-2.[p J:e7cf! !.. :51-_/ptV.:5 I & 11 ~ /:i3:;/71 l 4 , -.17Jt:3U3' z~-H .@3-r;):/ I I Ze;s." /S'' Z>B!PT#-' ---C'(}CJt.,.0 12e7://S9 .__9;t..,.s J2e<'tb12r o .1c ,rceuise. 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' (~VD;)_ -· -----.. ----·.--.--. . --. ._-... -- ------- -·--···-- ·:'' ~,\ ,, r International Conference of Building Officials RESEARCH REPORT Report No. 3433 March, 1982 Filing Category: FIRE~RESISTIVE CONSTRUCTION-Other Fire-resistive Construction GYP-CRETE GYPSUM CONCRETE GYP-CRETE CORPORATION POST OFFICE BOX 253 HAMEL, MINNESOTA 553-10 I. Subject: Gyp-Crete Gypsum Concrete. · II. Description: A. General: Gyp-Crete is a hi!!h-strcn!!lh !!YIMIII cement for use with aggregates in pouring crack-resistant. sound-in~ulatin_µ floors. Gyp-Crete is batch mixl.!d on th!! job and pumped into plal'c hy approved applicators of ihl.! Gyp-Crete Corporation with trained a1·11,. Gyp-Crete ~hall ha\'e a minimum :?8-day compre~~ion st11•11µth ol lll00 I"' and a density of 100 pd when tested in acconlancc with ASTM C' 472. Thi· mix proportion~ ~hall be as follows: 80 pounds Gyp-Crete (one bag) 1.8 cubic foet ,Jf sand 6 to 8 gallon~ of" atl.!r. B. Applicable Uses: I. G) p-Crete b applied al a mininu1111 ', 111d1 thicknl.!SS over a minimum Yz-inch-thkk 32/lh four-ply plywond ~11hll1>t11. either butt-joint or to11gue and grooved. in~tallixl in accordance 11 ith th1· Uniform Building CoJ.:. One coat of latl.!x hond.:r b appl icd to the ~ubl'I, 11 ,r by roller or sprayer at a cowrage of -WO ~quare t'cl.!l per !!:illon. The h11111k1 is liquid latex with 48 percent solid~ diluted I: I with watc1: 2. Gyp-Crete is applied over precast concrete a~ ½-inch topping for leveling purposes. Concrete with a porosity of 11 percent (minimum) absorption can bc wetted with water no more than 15 minute~ p1 ior to · coverage with Gyp-Crete. If the ab,orption of the rnncrcte b le,, than 11 percent, the concrete must bc sprayed with·thc Gyp-Cretc latex bonder 11 llh 48 percent solids diluted I: I with water and allowed lo dry prior to mv1·ragt· with Gyp-Crete. Covcrag.: of bondl.!r ,hall he at the rate or .JOO ,quar1· f'i-1·1 per gallon. . 3. Gyp-Cretl.! b applied 1/2 inch to J inchc~ thick over old rnmTcll· 11>1 leveling purposes. Concrete must be frcl.! of oil or grease. The ~u1 lal'e 1·:111 be wetted with water 15 minutes prior, or sprayed with the (iyp-C1clt' late, bonder with 48 percent solid~ diluted I: I with water:md allowed lo ,h·) 111 ,rn to coverage with Gyp-Cret.:. Coverage'of bonder ~hall he al the rate ol -lll0 square feet per gallon. 4. Gyp-Crete is applied;:. inch to 3 inc)]e, thk.k o\'cr old wood llnor,. 1111 leveling purpos.:s with one coat of a,phalt emubion hru,hed. nlllppcd "' squeegeed to the surface for complete ~calin!! of old wood. The c111uh1,H1 " Type SS-1. The emubion is applied without dilutint1 at the rate ol Ill() square feet per gallon and mu~t dry two hour,, but not more than 2-l l11n11\. prior to Gyp-Crete application. 5. Gyp-Crete on jtiist~ spaced :?-l inche~ 011 center: l\·linimum i:, 111 ~truction consists of I inch of Gyp-Crete gyp,um cement m·cr a ~>·inch thick CD-grade plywood ~ubtloor, either bull joint or tongue and !,!lllOIC. \\ith Exterior glue, installed in accordanc.: with the cod.:. The ply11111HI bear~ a ,pan index of 42/20 and milizes th!! I-inch Gyp-Crete in lieu of th.: 2.132-inch wood strip flooring required by Footnote 7 in 'lhble No. 25-R-I of the code. r S1'l.md ('1m!rn!: The snnnd-trnn~missii.111 da,,ification (STC) for the t10<.1r-.~1.!iling as~emblies in Fil,!urc\ No,. I, 2. 3. -l. 5. 6, 7. 8, tJ and IO :ul' a minimum of 50. In Figure No. I the Gyp-Cretl.! may he' in,ralkd I inrh thkk, and the t"2-inch n:silicnt clwnncb and fihcrµla,, in,ulation (k·krl'd. and ~till ri:n1J1n a minimum STC rating of 50. The impact isolatinn cla~" fication (IICJ for the tlollr-ceiling a~,emblic~ arc a minimum of 50. p111 vided the ct11i-1ruction i~ as follmH: I. The as~embly in Figure No. I is co\'crcd with a %-inch-thick . .J(,. ounce-per-square-yard foam pad and a ½-inch-thick. 76-otmcc-pcr· ~quJre-yard carpet. T1, o.and one-half-inch-thick, 1.5 pd fihcq1la" in~ulation muy be added to the jobt ~pace. :?. The a,~embly in Figur.: No. 2 b co\'ered 11 ith a 2-1-tHllll'l' pl'r ~quarc-yard fo.1111 p.1.t. 0.J7J 111l'11 thick, and a (10 ouni:e·pl.'1-,qu,111: }ard, U.4~-ini:11 thi(k .:arpd · J. The as,.:mhly in Figure No. J is covered with 0.174-inch-lhick, 29.6 pd' Ar111,1ro11J:! Cork Company Quiet Zon<: II Vinyl Corlon. -l. The a,,c111hly in Fi!!ure No. 4 is covered with 0.174-inch-thick, 29.6 pd' Arm~trong Cork Company Zone II Vinyl Corlon. 5. The a,~emhly in Fi!!ure No. 5 is covered with 0.65-im:h-thick, 91- tHlllt'C·pcr-squarl.!-yard jutc-backl.!d carpeting or is covered with 0.174-indi-lhit·k. 29.6 pcf Armstrong Cork Company Quiet Zone II Vinyl Corlon. 6. Thi.! a~sc111hly in Figure No. 6 is l'overcd with 0.1-inch-thick, 0.25 pd' Ann,twnµ Premier Sundial Solarian. 7. Tht· a~,cmhly in Figure No. 7 is i:ovcrcd with a 40-oum:c, 0.25 psf, hair jute pad and a World Carpet, ·type II/\, Class I, Commendable l'a!pd. 0,5 p,f. 8. The a",·mhly in Fi_µurc No. 8 is covcn•d with O.J58-im:h-thick 11:u ll'll Foam Tile Wood l'arqut·t, or 0.306-inch-thick llartco regular wood pa1q11cl, or 0.125-inch-thit:k, 22 01../ft.2 /\rm~trong Excclon dnyl a\h1·,111, tile. or 0.085-ini:h·thick, 38.9 01../yd.2 Congoleum H11111 Ewr ,heel vi11\ I; or if the R-11 i11~ulatio11 wcrc deleted and the :1"en1hly in ht1tirc No. 8 \11.!fC covcrcd with a -1/11,-inch-thick, 38.9 pt ./yd.~ lliµclnw Stati-·nift Weldlok carpet glued direct to surface of < iyp, C1c1,•. 'l The a"cn1hlie~ ~hmm in Figures Nos. 9 :111d IO arl.! covcrl.!d with a .JO-ounce hair jute pad and a 0.J89 p,f carpet applil.!d owr the Gyp- Clclc l'C111c11t. 'li>tal thickness of the carpet and pad is 0. 75 inch. J). Alternate One-hour Fire-resistive Construction to Double Wood Floor Asscmhly Slumn in T11hle No. 43-C (Footnote 13) of the Code: For • , an alll·111all' 1t1 the douhlc wood floor, 1/1-inch-thick plywood subfloor r1111·1t•d with 1/.,-ind1-1hick Gyp-Crete. and one coal of latex bonder is applil·d lll the ,uhl'lo11r prior to installation of the Gyp-Crete is acceptable. Tlw lat1·x honda liquid latex, 48 percent ~olid, diluted I: I with water, is applkd al lhe ral<: of .JOO ,quarc t'cct per gallon. E. 'l\m-1111d Three-hour Fire-resisth·e Construction: Thi.! firc-rcsis- ii1 i: 1·llnslrul'tio11 rnn~i,ts of minimum Y!-inch-thiek, 1000 psi Gyp-Crl.!IC mc, n11111inal 8·. 10-or 12-inch-thick prccast concrete units manufactured h) Bladholm Brothers (l·i\-:?37). l11 the ahnvc a,~cmhlil.!s, the prccast units arc installed in the nonnal 111a1111cr with all joint, fully grouted with sand cement grout that has a 111i11i111u111 28 day ultimate t·omprc~\ivc ,trt'll!!th of J5(XI psi. and th!! Gyp- ( 01l'((' i, l'IIIISid1·1l'd a, a 11011,lruclural lllppin!!, F 'l\rn-hour Fin•-resisti\'e Construction: The fire-rc~istivc con- ,11111 rion rn11,i,1, of minimum I-inch, I0(XI psi Gyp-Crete over ½-inch pl)111111d M1hflrn1r: or minimum 1/.,-inch, l000 p,i Gyp-Crete over %-inch ,uhllnor. in,talkd in an:11rdancc with the c1ide. The floor is supported by a 2, Ill 11oodjoi,1 al I<, ini.:he, on ,enter prolci:ted on hottom with two layers nf ', -ind1-thid, ·1ypc X !!)'JlSUm wallboard. The fir~! layer is attached dill'l'lly to joi,i, with 8d hox nails at 7 inches on center. No. 25 gauge ½- i11d1 deep hy I 1/.-.ini.:h-wide ,tee! rl.!silicnt channels arc placed 24 inches on center and fa,tcn.:d to ead1joist with 8d common nails. The second layer of !!) p\11111 wallhll:11d b allachcd to channels with I-inch-long drywall screws ,paced al 12 ind1c, t Hl 1·cnt.:r. ( i ( hll'·hour Fin·-n·,i,th·e Floor ( '011,trnclion: Con,truction ~hown in I 11i1111· No I q11alll 1l',, providi.:d the I ~.--ini.:h-widl.! No. 25 gauge re~ilicnt d1anm·h arc fo,t,·ncd Ill cad, joi,t with I Y,-im:h-long, 'lypc W or S screws and rhc \· •·inrh or %-inch 'lypc X !!YP~UIII wall hoard i~ fa,tcned to channel~ 11 i1h I i11ch·l11nµ ·1ypi.: S ~crew~ ,paced 12 inches on cl.!ntcr. I I. ldcntilkalion: ( iyp-Cretc is identified hy the name printed on the 80- p111111d haµ. Ill E,·idem·e Submitted: Descriptive literature. rl.!port of tests on ,1111nd 111111\llli,~ion, tire, compres,ion ,trcnt1th. dcn~ity, shrinkage, bond ,ht·,11 and pcnt•tration arc ,uhmitted. "•-·-··--· ---·--. ·---· ·-----------------------, ICBO rt•searcl, r,•p11rt.1 11rt• i11111•1/ .\11/1·(1• to prn1·itl1• iujin 11111/ion 111 C/i111 . I 111t·111la1"/'\ ,!f the• 11r,:11ni:11ti1111 11tili:,i11g the ('ode 11p1111 which the report is based~ Researd1 reports are 11111 to ht• 1"t111.1/rt11'/I ll.\ reprc·.11•111in,: m•.1/lll'tin or any 11tlt1•r 11ttri/,1111·.~ not spedjiwlly addre.Hed 1111r a.f a11 e11dorsement or recommendatio11Jor use of the .111hject rq111rt. This report is based upo11 i"'jepe11delll tests or other ted111il-a.l tlt1tt1 .mhmillnl hy t/11• t1pp/i('tl11f. 11,e IC/10 tedmit'al ,\·taff has reviewed the test results and/or other data, but does ,wt possess test facilities to make"" i"'h•pentl1•11t 1·erificati1111. Page1 of5 I' ~ ' ' ' i 'Page2of 5 Findings IV. Findings: That Gyp-Crete is an alternate construction to that specified in the 1979 Vniform.Building Code, pro\"ided the installation Report No. 3433 i~ in accordance with this report and the installation is by applicators appro,·ed hy Gyp-Crete Corporation. This report is suhjcl·t to rc-l•xamination in one year. FIGUREN0.1 1. Gyp-Crete Gypsum Cement: Minimum 1/• inch thick; density, 100 pounds per cubic foot (min.). 2. Subfloor: %-inch plywood installed in accordance with the code. 3. 2 x 1 0 wood joists at 16 inches on center. 4. 2½-inch fiberglass insulation; density, 1.5 pcf (optional). 5. ½-inch-deep by 1 ½-inch-wide No. 25 gauge resilient channels at 24 inches on center fastened to each joist with 11/•·inch-long drywall screws. 6. %-Inch gypsum board fastened to channel with 1-inch-long drywall joints taped and sealed with compound. FIGUREN0.2 1. Gyp-Crete Gypsum Cement: 1 inch thick; density, 100 pounds per cubic foot (min.). 2. Sheathing: ½-inch-24.9 pounds per cubic foot asphalt-impreg- nated nailable sheathing nailed 6 inches on center at perimeter and spot nailed in the field. 3. Subfloor: %-inch plywood installed in accordance with the code. 4. 2 x 1 o wood joists at 16 inches on center. 5. ½-inch Type X gypsum board fastened directly to the joists with drywall screws spaced at 12 inches on center. FIGURE NO. 3 1. Gyp-Crete Gypsum Cement: Minimum 1 inch thick; density, 100 pounds per cubic foot (min.). 2. Subfloor: %-inch plywood in§talled in accordance with the code. 3. Approved Floor Truss: 16 inches deep, open web, spaced 19.2 inches on center: top and bottom chords are nominal 2· by 4-inch wood members, as manufactured by the Trus Joist~ Corporation. -.. L J' t--· 4 Ceiling Board: Va-inch gypsum board nailed directly to the floor · J truss with 6 penny nails at 8 inches on center. -· Page3 of 5 ,''' ~·.r.~.~~~ ~ Report No. 3433 FIGUREN0.4 1. Gyp-Crete Gypsum Cement: Minimum¾ inch thick; density, 100 pounds per cubic foot (min.). - 2. Subfloor: %-inch plywood installed in accordance with the code. 3. Approved Floor Truss: 16 inches deep, open web, spaced 19.2 inches on center; top and bottom chords are nominal 2· by 4-inch wood members, as manufactured by the Trus Joist~ Corporation. 4. Resilient Channel: 1 ½-inch-wide by ½-inch-deep, No. 25 gauge, fastened perpendicular to the joist on 24-inch centers with 1 ¼-inch Type W or S screws. 5. Ceiling Board: %-inch gypsum board attached to the channel with 1 ½-inch Type S screws at 12 inches on center. FIGUREN0.5 1. Gyp-Crete Gypsum Cement. Nominal ½ inch thick; density, 100 pounds per cubic foot (min.) 2. Precast Unit: Precast concrete hollow-core floor slab manufactured by Bladholm Brothers (FA-237) and a minimum 8-inch thickness. 3. Grout Joint: Filled with sand-cement grout mix as required by precast manufacturer. FIGUREN0.6 1. Gyp-Crete Gypsum Cement: Minimum¾ inch thick; density, 100 pounds per cubic foot (min.). 2. Subfloor: %-inch plywood installed in accordance with the code. 3. 2 x 1 O wood joists at 16 inches on center. 4. 3½-inch R-11 fiberglass insulation (optional). 5, 1/~·inch-deep by 11/;·inch-wide No. 25 gauge resilient channels attached with 111.,-inch Type S screws each joist at 24 inches on center. 6. ½-inch Type X gypsum board attached with 1-inch Type S screws, 12 inches on center, to resilient channels. '~ I ', Page 4 of 5 @ Report No. 3433 FIGURE NO. 7 1. Gyp-Crete Gypsum Cement: Minimum 1 inch thick; density, 100 pounds per cubic foot (min.). 2. Subfloor: %-inch plywood installed in accordance with the code. 3. 2 x 1 0 wood joists at 16 inches on center. 4. 31/.o·inch·thick fiberglass insulation (optional). 5. V?-inch Type X gypsum board screwed directly to the joists with 1 ¼- inch drywall screws, 12 inches on center. · FIGURE N0.8 1. Gyp-Crete Gypsum Cement: Minimum 13/e inch thick; density, 100 pounds per cubic foot (min.). 2. Subfloor: %-inch plywood installed in accordance with th~ code, 3. 2 x 1 O wood joists at 16 inches on center. · 4. 3\':!-inch-thick fiberglass insulation. 5. 1/?·inch-deep by 1 ½-inch-wide No. 25 gauge resilient channels attached with 1 ¼-inch drywall screws at 24 inches on center. 6. 1h·inch Type X gypsum board attached with 1-inch drywall screws, 12 inches on center, to resilient channels. FIGUREN0.9 1. Gyp-Crete Gypsum Cement: Minimum ¾ inch thick; density, 1 OQ· pourids per cubic foot (min.). 2. Subfloor: 311-inch tongue-and-groove plywood installed in accor- danr.e with the code and field glued at all edges and at each joist. 3 flpp,oved Floor Truss: TJI• Joist, 9½ inches deep, 24 inches on co11t1::r, as rmmufacturod by Trus Joist• Corporation of Boise, ldilll0. 4. Firoproof111n: l-111cl1-thick Thermafiber• mineral felt (8 pcf) fire- proof111y as manufactured by the United States Gypsum Company. 5. Firnproofing and ceiling support clip and No. 25 gauge channels. S1111pson ceiling support channel and clip, spaced 24 inches on cr.nter and nailed to each joist with 6-penny common nails. 6 Ce1l111r1 Board: ½-mch gypsum board attached every 12 inches on r;nntor to support channels with 1-inch drywall screws. All joints lnpPd and sealed w11h compound. / Page 5 of 5 ) • ?', -· ... ·. ,·, l •. '/ -.. 't' . ~; ,, ' Report No. 3433 FIGURE N0.10 1. Gyp-Crete Gypsum Cement: Minimum¾ inch thick; density, 100 pounds per cubic foot (min.). 2. Sublloor: 1/•·inch tongue-and-groove plywood Installed In accor- dance with the code. 3. Approved Floor Truss: TJI"' Joist, 9½ inches deep, 24 inches on center, as manufactured by Trus Joist./!) Corporation of Boise, Idaho. 4. Ceiling Board: First layer of ½-inch-thick Type X gypsum board fastened to resilient channels every 8 inches on center with 1-inch Type S drywall screws; second layer fastened to resilient channels every 8 inches with 1 5/a-inch Type S drywall screws. All joints of face layer taped and sealed with compound. 5. Resilient Channels: 1 ½ inch wide by ½ inch deep, No. 25 gauge, spaced at 16-inch centers with 1 ¼-inch-long drywall screws and attached at each joint. .. , Q • Would the attached detail oi an R-3 exterior stairw;iy to . • a public way be required to have handraib per Sec. 3306 (j)? Some interpret each tread as being a landing, which makes only one step between landing~, therefore not con~tituting .i stairway per definition. A • In order to determine whether or not J h,111d1,1il b • required, it is iirst neces~ary to determine if tlw ~eril'~ of steps shown on the drawing constitutes a "stairway" as intended by the Uniform Builoing Code. Certainly a series oi walkways having a length of, say, 10 ieet, which are connected by a single step, wou Id · not be considered a stairway. As the length of such a walkway b . reduced, there is obviously some point at which the a~semblage ceases to be a series of walkways interconnected by single steps, but, rather, becomes a stairway within the intent of the Uniform Building Code. Since the code does not set forth specific criteria by which-one can categorically state that one condition is a stairway and another condition is not a stairway, a great deal of judgment must be exercised. The code, under the general heading of "stairways," discusw~ landings and establbhes dimensional criteria for such l,rncling~ . . Further, the dictionary defines a landing as a level part of a stair- case. Therefore, we believe that a landing should be considered to be a part of a stairway when the level portion between steps has a dimension which is within the boundary dimensions which the code sets forth for a stairway landing. However, when the length of the level portion exceeds these dimensional limitations, we would consider the assemblage to be a walkway with steps. The boundary dimensions for a stairway landing are stated in Section 3306 (g). This section state? that every landing shall have a dimension measured in the direction of travel equal to the width of the stairway, but that such dimension need not exceed 4 feet when the stair has a straight run. Based on the foregoing rationale, we would classify the condition shown in your sketch as a walkway with steps when the level sections have a dimension in the direc- . tion of travel exceeding 48 inches, and when such dimension is 4B }-:': inches or less, we would classify the assemblage as a stairway. ' As your drawing shows level portions which have a length of only 30 inches, we believe the condition illustrated should be con~id- ered to be a stairway rather than a series of intPrcon,wcting walkways. Since, in our opinion, the condition. shown in your ~ketch b a stairway, handrails would be required. Q • Is an exterior stair of a single-family dwelling which • serves as a path of egress required to comply with Section 3306? A• Section 3306 (a) is the general charging section which • • requires everv sta;rway serving any building or portion thereof to conform to the requirements of Section 3306. Further, Section 3303 (a) states that every building or usable portion thereof shall have at least one exit. An exit, by definition !see Section 3301 (bl], is a continuous means of egress to a public way and includes, among other things, 911 intervening stairways. Therefore, any stair- way leading from a building to a public way mu~t comply with Section 330b of the code. Q-. \\e \\Ould like a t l,1r111( ,it ion oi till' Pxc Pplion unclc'r • · SL'ction 3306 (al. It b our under~l;inding th.ii tlw h,11,rnce of Section 330b does not apply to a basement when' a furnace and . water heater are located. We are concerned th;it ~lair~, such a~ rbe arid run, head clearance and handrails would not have to comply witb. the Uniform Building Code. DWELLING ~ L ao" J r--i PUBLICWAY ~ no·· ----~, ----,._, __ _ 'DWELLING SECTION A-A A.• The Exception to Section 3306 (a) exempts .stairs or ladders used only to attend equipment from the require- ments normally applied to stairways, including the rise and run, width and handrails. In our opinion, this Exception would include basements if the basement housed only a furnace and/or water heatN. Normally, a basement contains space sufficiently large to be used for other purposes and its stairway then should conform to the rcquirPmcnts of Section 3306. Q • R<'garding exits for townhouses or condominium units • three ~tories above grade, please comment on the fol- lowing: We have plans for a proposed complex where the second P>.it for the occupants of the third floor is provided by a fixed ship's ladd1•r that reaches from the third floor exterior deck to the second florn l'Xl<'rior deck, then a telescoping stair from the second floor l'XtPrior deck to grade. Access is provided to the deck by sliding gl,1,, doors at the third and second floors. The ship's ladder does nol nwt'l the rise and run requirements of the code. Does this appro,Kh provide an acceptable alternate? ...~ \ ) ............ '' ::--~- SOUND TRANSMISSION CONTROL NOTE: Identify sound partions & indicate Detail number on plans STRUCTUAL/FRAMING DETAILS !)OU/LE ttVOD STUO 14'A'-LS SIM'iLE WOW STWS WITH. RESLIENT CHANNEL STAIR /WALL DETAIL ·"'t ~/. , 11'1 I > -/,-,r One lh1cknes, of 3" .. ·,;JJ$1r] libt,rgl,m in:;,,ta¥on_, .• -;~<-/,, : Jl /1· ?.x-' ' ,, Doutk! layer !z • /' i-f ] ; ;;'~' . · ', Pf/ boa d ·--......,. .. ,r ·• 1 :•·." ,., // 9>psum, -....1 ,,,. ,•/1• ,f ' / /' ' ,,· /! 1' f/ . : ~ {' 2"•4" l6"oc -/l.~·ii:11u] ] Jf'l''-':-_ . .___Oooble ,.,,., "i I ·-~vi;:,:/ • ~ _..II gypsvm btJOtd ;.• .. /~ fl/£ RATING ONE IIOtJR ' • .,. · U~ •/ •STC 63 m1n1111Uf11 • ~.,, .. .. :-, ... ~-/"-2"• 4" Plolt! f::).. (~-~j) ... __ _ Y-., r.,.., lhickMsses "'3• . ;1/ --:. t,berglass tn!!IJ/ofon --• .,4 l: ,.,. ~> 1 --'" .~ •• 'I r.y: ··~ ·"', I• V I• • •l !,," / /:)41' .. ·,!; ;1lt e ? Gypsum board /1·· ~ ;I! ;if:/'[ i'· /2"' .. rllJ[r .· ,., ~·,4· 16" /,h, ·1 -1,.:v ' ac.. ) ,•fi, .: :;J. iv . ~ ·, <t: T' -/' l \ JJ11~~4:.ll 'z"Gypsum /Jo,1rd l"Mininr.m It...-: 1._ [ /° FY.'£ RATWG•NONE ·<'.-~.,-,:. ::;. 4 ,, •STC 59 "'~ ... ~· Plate FLOOR/CEILING SYSTEMS /_,/ .-~·undt:rktymt,nl (.. -~ /_ , ,--If?• Scundboard S-~~'-0 __ _ --?:u' (:Jenstfy control/~ --~,_.,"-:_, __ 0,:.:-----· • • I tiberbo~d} ~~ ..,. ... ~ ~~--1 · ~--,,:!"'"-•.,..~,,·~ ~j-51J'Subfloor . ,!!'It, ...... ,? -.-1 ~-"'-.. . ' ~, . ----· '.J"f:bergloss '-~.:~-, ,rtt~-.:::,,_~ _ ...... ,.-~~;.·--r- f]Rf_ RAnNGONE HOUN,~ }~~~.---;; ,· . f(A30 ·~r. !5IJ ~-. -~-'-" 1 , '\~':) ••.1/C -'5 .-......... .. .,,..,,. - 2;10" Joisl1 l6"or. '~--J:-':.~ 1 _. <-=--=..:.:::'-~ ¾, Typt' X gypwm lionrtf · _,.,.~---Res,lienl chonnt!I /6.oc o,,e th,rin~ss of 3" _ ZOor Texfll~ /oq, n;ton co,pel ( h/Jt!rgtan 11•5:ta/1~n , (-40,,r pod \ t -"''ill" .-, --li',\\ . • . . • ·j,l'i :i.l\YI\, ;iltj ~~1~{({~'1ii'\"(,n\i',)" _)-'( ¾ • ';:{tf /gyment boord 8t!>ifl,nf _ ~JJiS;r~~--:-,_~. ~ --f ,--\'' f'l;•ood 5u1Jllo« it-~':"' (,--,R~~"'-· ·~";,\-:·---;.:.-~> r/~~ Fl\'£ RATING ONE ;iM_'>:"'-I ,~--~-• • • -• ,0·1·4) . t;~-;; ·-¾:_.,·~~~if. -·:..=.!-• • ~--~,~I •.. ,·.::c:. !~ • Type X gyp sun, "';:'~_ ,.._ ':¼ :,'.:I .<.: ~S. _" 2~4· Ptofe',• e ,, . "~gk l~r \• . ,. • / IJ'Pe X gypsum boord ; / flRE RAniW,ONE: HOi.R \ •src 52 ~ •,. .3"' Gypsum filler sliip STAGGERED WOOD STUD U.'ALLS e e _ Ugfllwelghl c;: = ' e '-,Support sttingt!r indrpendmt of wall lroming l-Floor FLOOR /DOUBLE STW WALL Acoustical s,a/anl {l/4•min) All •d~ t, • Purlicl• (uji__tkrloymt:d ~ar~m i~-~_. 4• longihldif>O/ __ libt!rgloss ~lop ~ floor IDENTIFY SOUND PARTITIONS 9_[~J ~ SOUld rated party wofl porn/Ion • __ ;J =u- ' n .,--½t -Aporlm~"' ~ l II B A • ---="-=-~ . ii\. .L~, 1ec2os 1 UNDERLAYMENl• Acouslko/ seohnl"-@.-z~4£Jl __ J] n } Smoll dips-~ ILiJl / Ii 0~ 9-..;; OCW51icti s.& /(mC_Li__ ~~ ;. : :ic::, im~r-11 10 use libtr~ ~-~---- 0 __ ___.)_ GENERAL NOTES t hrty v.alls sh:Jll t,;,w httn trsretl and a,11110Wt1 /a, J "S.H111td 1,...,sm,u,on t:I.Jss 1~1(.J tJJmq ol 1H1t /cu th,111 50 Floor u,l11,,g as,cnJ/11,es. w/1 h.wr-hlTn IMINI ¥>ti 11p1,,ow-d lo, .wt ··1,,,,,;,,1 ' ln11,bt1011 c,~ II/CJ .u 'Nrll ,1S to, • Sound Tt.-itntl~HI er.us llr,tllff" ol lht."W .,MUe$ <Ht' ,,, / .. 1t11• ,1 ,,1, .. ,g ,~ th.Ml 50 2 All SOOl)(f ndt!d par1i11ons .,, ta btt dtMly ,,1ntr,tlf#d "'' ti,• dr~ IF,'g • .4 1 UJ J An *PP'Owd pr,ttnM,tttl and rrt1l1'nl «at•tkM -~, .-di Ix> p•ottrcJ«I alfJI~ th, 101111, ,brtwn:1:0 tlw /Joor atld tM .up111at1on w#Jlls prior to H1ffa//4t,c:,u of t'II! l111,sht!d wll/1 m:,rttill If •'II A • 1 re. MJdA-t-llJ 4 Alt ~ntttt•tions 1111() to4Jnd 1111«1 P¥flf,•'fU o, 1/0011 o, ct,.'11Jf ,d.tsmh'wi 11t11II M RM~d ,.,uh ~,w,nM pt,11MMnt res11iem u11l:,r,t. /Fig ..A -2 I thtu A 2. 4. """ A ,I 8} 5 C.v&wts o, s,m,1¥ SUJ"I~• mat,r~Ir ti.hid, Mt JJ¥t ,:I tli, lhto)flt.~·1,n, .Uffltbly &hall bt! {111/t ductibt-d ontMdr•t1rmg1~1dmusrt.msralkdp,iotu,f,,.,,._,inJPN.t~JtJltlwbwldin,n IF,t 4-1 .f) 6. Enuanu dot)ri to r~s,dt>nt1M umts from mttt,or ca,ridon v• reqm·,« to h.,,,.a mimmum S1C utmq ol 26. f L.,ni11•1M I Jii • t,tJl,d ~ore doors with rr11lumt 1tup1 ¥lit 13P.t:1 nittt th,11a,uirrmf:,1I J J All r19,d conJu,t, dt1cts, plumbinf pipn Mid ~,MIU wntl loc•tttl m sound ;num.'illM ,.,;11 /1-;' ,so~ttd /rum t~ bu1/d1r,g connruction by mtMU ot ,,ulif:nt slwvn, mc;11n,1 or m111mlt11ti .1:·· tl·,c,. aµwoW!d ,~,ltmt m:Jttt,.J IFiq. A-2 l,a,>d A -2· BJ 8 El«u,c~ 011tltt tio.~, in oppas•t• l/ltltll lM:f!t of sevar•tion wMls w,11 M ~rat.-il honuJ11t,,f1y by 24·· TM bM:li. Mlil s,cJt.s ol bm.,u will~ u:.lle-i/ wilfi 1/S" 1t1.J~nt ll:.tl,1t,t. ITV. tl!lrphatW 1,1u.t ,m«c,,m ou,1,.,, mmt bt mstallfll in heats Ycordmgff I (Fig. A. 2 .11 9 •!111r,J/ l,~r ,11u,I.JtiC111 sh.Ill lit' i111t~lcd 1111cmt ~MI/Cn wfwrttol!H .J11l11mb11J9 p11~ or due.t pa~t,at--s .a tlr>or re11,n, wmtd .Jllt!mbly or whrrr 11,ch 1mit µ.,~s thru thr plat~ of 1114 fl<H"/r,.;f,,1111 ;u$>•r·l,ly t,um .,,,,,,hm • "'"" TM ,ns,,l,1110,,1 Jh;all be1mt•lltti ,,, • pomt ,2 .. b,yond tlw p1~ ur dm I IC 8MJ,. w h.U'k o, w;,11 moumt'tf plmnh,ng t,.,,m, m:,y I» ,m:Ml•d on., sr,ond ,a,n1 p.,,1,titm. I I Pe,1(!11.w11ns IN o,:w,m,gs ,n sound ratftl •Dff1tb/1n tor p,p11,g, l'/«'tr,ca/ dev,cn, ,a;,u#Yf c.Jhinru. tutht11li1 u,thu, o, ,.,.,.,,,19, 11e,1tdar1110 or Hltaust duc:U sltall ht! walffl, lml!d, mwlatttlnr nlhr,·w u- uralt'11 ,o m,1,111,.,n 1/w rr.111irt'd 1.tJ111qs IS..-.,~ A , 2 dttailll 12 Cmu out s,>e.c,fo: ,t,r.a,/s th:u ~!11..!!!U. btl lltef'Jtpor,,ttd, 13 Othl'r le•tl"fl .a1w1ul1l11:i m•y be IIY•1 ti iubm,ttl"rl and "1¥"""«1 p1101 to pHnul 1uu,N1r.- Sound Tt1utmit11on Clau ISJC) A smgfl! f,gimt ,.,,,,,, for floorl,:w,111-., a,,d 1llltff11.H v•II ,1..1,,,1,1111 c,wstu1c11,,u lh'1 ,~,,1~k·nt1 ,~ •bll11r ol tM, omtr11ct101' ,a uol:.t• attbolM ,m,1r, wfll!lt' ."7f#'l1t1fen"11I JHfkcdtlf~ ff h.Jw-d WI ASTM £90 ,n ,,, ASTA• E366,, ,M,d •• ,ltl,nl'd In unc s1~1tJ.Jtd Nu 35 , hnµ.tt lnwlatto" Ct.11 (IIC} A ungfr ntJmlift.r rat~ fa, floor/C~J,n, toutlrttclHm 1/t,d '"IHf!'.«'llfS ,,.#! ,l#Hl1tv ,,, th,: I fJ/UUur t10lt ltt ual.r~ "''IJK, OOll#I, 1111/w:rr lft#'UIJfNll#fll (IIOCltlmt' 1111,,,,.,J w, ASIM £4!11 l~lT "nd.,11 clrlmt>t/111 UIJC S1.-.,1d•11I No 35'2 © 1-,, e- PLUMBtNG, E~LECTRIC, & MISC. DETAILS ,._ _________________ _ ELECTRICAL OUTLETS Acoustical s•alonl (lal&r /11/JNr (;Otr,pound) b•f,u, p/lll• is ins/all.Id---- -Cul ~of ~~:g ~;•/ (MoJ11mum op ~--9 CEILING FIXTURES ··rS•al box•s air ligbl with ocouslicol s,a!onl t \(lal•x rubbN compound) --=-ri---=-~r.flR -~ ·-ceiling '----e '' l · 11 I,· ! WALL FIXTURES Ac:;usllcal s•otonl . . " , -rctdclricolboxl!ads/ -----.. rg:<;1 Mm I ~~~a\li,lH~~~ eAE-3' r--==LJi. --~f-L -J r.~ -----, Acouslicu/ sea/on/ 1 _ g1• M!!!.. .. _I (Et•clricol box pods) ---....__ ,~l,. ~fi~Ht1lf t~:mlff:f.Rfi~:rir~J r---... •t ·-J __ ----· • 1 L_J e BATHTUBS 1·,m---Tif• ---Acoustical sao/anl __ EXll!lld r,quired wall covring Hllind lub ' If so1111d rol•d wo// is r•q,,ired e FIRES TOPPING NOT£, . OTHER EQlJIVALENf METHODS MAY 8£ USED STAGGERED STUD WALL l/2"max -If- I -4" boll of non -combuslil>I• msulotion conp-•ss•d lo l/2 • e .DOUBI.E STUD WALL 2 • 4" bolls of non-combustibl• insulation compr,ssttd lo I" ,. PIPE. SUPPORT R,siliw pads e PIPE PENETRATIONS e v,,,, __ --.. s-. nota•JOon S/18,r A-J ........... , ;:-. y ;/-.: -At:ouslic.J/ sea/on/ era ~1/ ........... /l17,<1CJ./,e.~ ~itp of <£ar(gbab c I TY ~ 0 APPLICANT COPY ~COPY 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 0 PLAN CHECKER COPY A. Plan Check Number ------=;__~-=,...,,,~----- B. Site Address.2Go 3 -0? ~-PP&-----es.cJ x/ Sr: C. Owner k~l7·/? ZJ&VEZ-,aprne-Nr 612,,/?· y D. E. F. Building Code Applicable 1979 U.B.C. 1 j_-------------z-o.-:"':~"".:'v-lV:-&~7~7'~c:i'~e'c-;tf.4J...,.,.,,,,..,...,..tJ)S.JCl)7.S Occupant Load [?.d/tJcf/5brt> ~ ~c2..i Stories ct / /3~Gn?~7iJT 7 Occupancy£?-/, /3·/ lo/oz-) Use .fJ;JJ/5.d~ · G. Type of Construction /),A/ ,9ex'J/J8 ?ifb:-:r Sprinklers: Yes ~ £3-/ @2 f?.t:JocJ r ~o~z $ -B--1 , / H. Al!owable Floor Area R-/ ~ J-Z. oocJ Actual 7 3RC.@; ;?-/ I. Basis for Area Increase~/¼-:::=:-o,,,.M.;....;;;;;'E"_J.-"'8~ci=?:Q?..ci,--"""l2"-:i-:--:::-:--...,..,,.,-,--,..,..,.....-=--.,.,.....,....,--=__,,,.-- ;9JZ&7.::J 5t:::.t-PR-1'21'9-Pd ""iv w /9U -nJiha 2 '5-:rzJ rc; 1 zr.:::, J. Remarks datJt/G ~f.l&B /1-.?LrJw 5---AI Cerzs* l~-702 ) Date Plans Submitted//20'/2 J~/B?-f_pate Plans to Plan ~hecker flfi/¢~~ Date Initial Plan Check Completedfl?/. 12 /.;}J/~ By __ c;-,-"-.1.:..aif2...,,__ _____ _ Applicant Contact Person /JJ,2. :J).;:}c)_;.5 ~-TeJ. (t;/9) 11{:,o3Z%,3 FOREWORD: PLEASE READ 1. This pl~n 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 Jaws and ordinances enforced by the Planning, Engineering and Fire Departments. For information regarding those department~, please contact Mr. Carter DarneJJ at (714) 4.38-.5.52.5. 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 or city 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 122, San Diego, CA 9212.3,. telephone (714) 560-1468. (itp of QCarI.ubab PLAN CHECK NO. f3--¾g . ! m\lNER ------PLAN REC'D, ----PLAN CHK'D. CHK'D. BY ----- ?/-37l.J e " Co IU...:57720 e-r/o rLJ /?n,10 .//::/€ DBZS/G/U GJV~/VG~:.-/=StfZ, f/h9-T c5~Tb/J7 6--/::kJU~ /cc?v.1~ e ~r:11V.S r172/0 . ~ J; 12 . 7½ 19-er TCI ~L V<SS/GIV C~Y?ec:17~~--. /..5 ~ 87/b/e W 1-H--J -· z;;t:96/ c;;;:./t._) 0,1=-&7-77..s ,,?6-t2--Pr7 6J?../T -:n::> Su 't/lZr Awv u::;;e-oF Ylze 17 8e:::79-rr7 /:hz..14:J . -e,/jn,)):; II 0 D~~ • 1o) S61Jcu mi 1V. l:/679o~d~ / o ~Qlzoq& /S-c; ~t:. // Cs-ec-7<:? 2 (..6) · .___...., ___________ . _______________________ _ I . '-I?. - (13) (;~_ ~ . -----. --·----------- <itp of <arI.sbab PLAN CHECK NO.98-~-c:;2 ' OWNER ------PLAN REC'D. ----PLAN CHK'D. ----CHK'D. BY ---- D /7/2c)///OG ~PL~ S~<?'Y"I (;IA/ ~t.,,,~) C(/),? 'Y? eo/7 n? s ,61-,r-77J,,P j~• 01.V /~W~, ~(;;:?}?Z &:iJc..,&,v >9--77 ffU 0..,1 l:h,9, r 18 -me- /<3~-r.:?6rt)r"' /~ v~7r7/L.. ( ½~)-)Vo-J-o{_;~,:,-r<:".-. / r-a:::co I'?.. / n CJ PG"?1..),,1 {()._q,_7 _t!~ v' ID~ r=J. Ct1 rn lfJ ~ t4 / IV h ~-f-___ J::x;o rz n2./J n-1 -:/he .<::',.;, ;;;""~ .:;:~ ~ -V / ,) 7,r-rr-:3/ .r:::--~ :~ -A----- C~/~ 7'/fll9T /M?t)£)JCU/?PB£? C/fv /26Y.i-e,,i:1--:M?~ PcJ~L./5/J,q R-12,e,9-. f"/Ze?vJOG -fi<.Jo C()yn pz.,,~1n1 ~,is ~rn -the, .,, .P1t~e meu../-'' /?1.::=-,Z S;c:. 3~ZCt:<.). I -.. ~~ n t§LOtC-/4-t,. 2 cheo&;: ~#? P~Nt9t.rr' ~ """)?? ?J.A/1.:?k • -- -.. &-7? J n . ___ ____,.-...-. . ..... ~ ... .-... -- --- ·--.. ·· ... "' . ...< JO:Si&~f:i/.1 r;;. O§lJI..::. /l/,/J· ~ > IJII 'i. .~N Ch'-K. -,.-BB_-~~~ ~itp of ~arl~bab '--= 0· ~-LICANT COPY '! 7~ w &1v1::12;5tfy .4te- 4-14 tf}t,=:-s&. Ceu.c. '7 Zo ~/ - 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 ~CITY COPY 0 PLAN CHECKER COPY GN c.t.. :~/4 /l,,1-1,1 D/1-1!!, ~-n A. Plan Check Number !:.Z'~ 'S~ hv''-"v<.:11'-JH.lr / PLAN CORRECTION SHEET lliu-11>121<1 1 '--• ~ No1sG"-2 strt::,"°7:f/S <:::93--~-Z ~ 8. . Site Address 2t:PO 3 -o ? .::::n;;-;z::::~&72.So N' s~ C. Owner . k rl · /? 2Jc::t/GZ. d pm t;,~ Q; ,a,, P, I D. E. F. Building Code Applicable-.--______ 1_9_79_U_.B_._c_. ___________ _ .?l?S~L -r ·/?6Sc.)mG w1LL. .ae: Occupant Load... . 7e'tZ) ~ ef -Stories 3 -r-&dt!5e:777t:71 r Occupancy R-/ <5 /!,/ Use ;;?,fl$". cf" ~ · • G. Type of Construction£# {If: &'sn:,n1t:-~) Sprinklers: ___ Y_e_s _ ___..(Eg),...N_o__,...__ H. AUowable Floor Area /Z~ k-j/4 //VC. · Actual-:.?='..c,~=~Z: _____ _ I. J. Basis for Area Increase /40N'E 12-"v?a, , Alt=73"D Ft.1L.L-/ //7?. :5L-o/-@/;;:$~&?EJ..I ~.12/L.1 <ht?9 · Remarks A/&:::2;Z? ::n, C.L-4-_!2 I ,r"/ T#c?-Z: G clt?· ;s .B61!36il72§7UC ' Date Plans Submitted ~~/2. /o//zz Date Plans to Plan <;~ec~er~-/#1' Date Initial Plan Check Completed M/. /2/3()/?,3-By J/rv/ I ----'--------- Applicant Contact Person #ft?. Z'/21t//S Tel.@V~ 3 gr/.3 FOREWORD: PLEASE READ . 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 Jaws and ordinances enforced by the Planning, Engineering and Fire Departments. For information regarding those department.;,, please contact Mr. Carter Darnell at (714) 438-5525. 3. The items below need clarification, modification or change. AU items have to be sati5f ied 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 or city 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 122, San Diego, CA 92123, telephone (714) 560-1468. / .t:. lf ~aina area 11paration wall• to liait the aru above the lat atary ta 1••• than 3000 aq ft. ahow their location and provide auf- ftcient detail• ta 1how complianc• with Sec 50S(d). I"" hoject1on1 beyond area uparat.ton wall• -aiat coaply with Sec 505(d)2, ., -&P\;-M\l5C ]:)\='''£\~c.IT~:tl.NT i't::'12. Cirt, ~Pl"'-''3~----. L TfbD~I p~ l ,t;.. c.g~. o 12 ') J-f\Juw\ 'Bbl!. .ft:u;~ R.ooe "-lor L\~ ::O_Ll\> l) ~ /511ow j~b aJJre1s on first she~t of -,1a11a. / Plau·aiat be prepared by a Ucensed -arcbitact, engineer or. building de- aiper. 11AM, addresa and phone I of the licenaed person responsible for the preparation of the plan• mat appear on be firat ahut. --'-<.JGT"'S/~'/e-Q ..:::. Subllit fully di done plot p an drawn to acal• showing location, aize, ~Mand type of construction of all 1tructure1 on th• lot, Identify pro- perty lines, •h~w lot dimenaions, show street n•=-and l~cation, Show new and eaisttng ar~des. Show lot drainaga. Show elev•tion ~f buildina finish floo~ ·drtvew.iys, str~et9. · /Slop• of driveway not to exceed 20%; -ind1:•te •lope of driveway. /locoaplete, fadec, indefinite plana or -c•lcul•tior.s •r• not acceptable. (303-d) , a n ye•r flJad le~el elevation from City lAaincer .~J sh~~ ccmpliance with flood platD ordinJ~ce. /:..1.:tc 'qpt.:o1l" n .. u1 and detdh whh.h -J~ nJt •PvlY to thia job; rttferenctt all ap~!ltJblc J~tail• to pl¥n, /s~p~r,te pen:it •pplication requireJ for -••:h ,ir~cture, /special inspection in accordance vith USC -Sec 306 required for: (Call out on pl•n) f Some correction• have been noted on one plan; return that plan for compariaon, LOCATION OM PROPERTY , OCCUPANCY SEPARATIONS Exterior wall• closer than 5 feet to.pro- -party Un• muat be l hour fir• restat'ive with no openinaa, Ceraae walla and ceilina adjacent co or under buildina to be full one-hour fire r11l1tlve wall• or floor/ceilina aaaem- bliu. (T-5-1 c y one-our, oor an -frame for openina to buildini. (593-d-3 nooR PLAN LICHT -VENTILATION -EXITS ..{_ Window area 1• ln1ufficient in ____ _ _t: Ventilation inauffictent in _____ _ 1 Kini•u• roo• 1iz•1: bcdroou 70 •q ft -with 7'0" •1niaum width; one 150 aq ft roo• required. _!:. Ceilina h•iaht ia inaufficient in __ _ ' Eave, not to project within 30" of pro- -party line Cor legal light/ventilation. , Sle1pin1 room• must have an emergency -exit. Windowa: aill height maximum 44"; 5,7 aq ft •ini•u• of openabl• area; clear hdaht 24" •ini11U•I clear width 20" •ini-1111•. (1304) ,. Floora abovtt »c~, nd story »hal 1 have -at leaat tw~ exits. (3302-a) , 2 exit• required from 2nd floor -(dnal• comm.in exit OK 1f serving occu- pant load l•~• than 10), (3302) 'Where two exits are require~ they muat -be 1ep1rated by a distance equal to one half the diagonal of th• area aerved, 1 Exit corridora muat be •inimum 44" -wide. 1 Exit atsn• required in accordance with -UIIC 3312 x er or exit bJlconies and extttr1or -atairvay• can not project into an area whuc protected opentna• are required. (ll04-1) .,,-rov Je atairway to the roof for build- -tna• cxc1edin1 three •tortes. (3305-o) ..L Protect walls and soffits of interior 1talr1 with one-hour construction where ancloaad uaabl• apace occur• below. (3305-m) / Provide openable hatch at top of atair -shaft• in buildings 4 or more atoriea in height. (llO~-m) t Interior atalr• mu•t ba enclo1ed. The -ancloaure aust include a corridor on th• ground floor leading to the exteri- or of the building. (3308-a,d) / Sr~lr enclosures shall ba without open• ·-ing1 other than exit doors or openina• in exterior walls. (3308-c) ' Provlda a barrier in stair shaft• be- -tween upper 1toria1 .ind basemant, ()308-e) / Exit door, in exit enclosure• •h•ll be -protected by fire assemblies having a hour racina and shall be aelf- ci'oiina or •utomatic closing by 1D1an1 of product• of combuation detector• oth•r than heat. (3308-c) /All openings into exit courts less -t~n 10 feet wide shall be protected by 3/4-hour fire .isseir.blies. (3310-d) / Openings in e<terior wall below or -within 10 ft horizontally of an exteri- or exit stairw.iy (for buildings exceed- ing two stories in height shall be pro- tected by 3/4-hour-rated self-closin , /asse=llly. A _ Other. r,U . FOIJNDAT!O~S ;'Foundati~n pl.in/drtails not submitted/not -coaplete. _______________ _ Foundation phn di:t.iils .are not in accord- ance with s.:•il• report requirements: CA1JlJ01 •b1.l,e Yllrrlk ,r G.<;;;T S:111...~ j!.j?Q'O~j- r Specify ail bolting: size, spacing (min• -1:i" X 10" bolts, 7" embed, 6 ft o.c. max; or in accordance with requirement• of atructural deaian), .,, Show top of dab/1te11 wall min, 6''. above -arade. · / Oiuoaion footing-width and depth below / fine, undisturbed grade, Show 31:i" c:iin, concrete alab, -; Specify faund•tion grade redwood, or pnuure-truted mudail'l (2517-c-3) /Provide 13 ub&r tiu @ 32" o.c. between -footina anJ slab at construction joint• (where footing and slab are not poured at the a&JM tiu). /11a1sed wood floor: -Sbov pier size, spacing, girder aize, = Pier footings/girders overstressed /netail iirder framing at stem wall, 2 Under floor vents shall equal l~ sq ft per 2S linear feet of wall (2517- c-6) / ProviJ• 18" x 24" acc.iss to underfloor -area (within 20 ft of bathroom), (2517-~-2) /::,h.:,w h.:,lJd.:,~.l.J,l,~J.o.tl.[,.., ---c----.,...---fj~ Cer ~~m_ Jb7E.c;£ l..,_.l.:,,·~.;d.J;>l.8' ~ c::.lt". c,41..U:.. 'tZ PYZClw'Yte) t.,i'¼'ll:f•c.(-} L- C..o V\I I\J 1:7C,,"r'! WI~) ~ ..... A-\ l'U I i'vCj Pl:)CU.S , ~ , Avtl.1) c:.~ l Pl,f l-lo'-0 L..~~~ -,,q.\Q-_~ A-;-~~~ Pf2.e"Yli- ait a framing section; show floor, wall, ----~-~ -alld roof fraaina; ahow all material• used oo interior. t:!' / Shew doublot plate ac top with 48" ·minimu~ -lap (2518-~-4) L Provide ufur tin where ceiling joists and rafters are not paralleL (2518-h-4) L Sh~w 01:e ~: hc~j~r, f~r ~ll cpcnlnss in l:c•r 1:-:~ •-.1l l;:,. ~~Sh~~~~:~;~:• ~J;~~r:!nb h~aJ~r~ al cor- ne-r -1:..:..:-~ _t'a,1;:;~ i:J:u ~Jl!, JJjJcen~ tJ vaulted :&11.r.,; . / . .. __ J,:: .• J:.,lc ....... :tb,ht fur~~·• ~t1hl!t is .? 1.'J", ,;;J,.--;1wl-l-Ii-mr»-111','AT\ufn.W<>IOwl,\,{.(, /1:-. .:.1: .. :I.! ... ,!'l s: .. .!, .. r jx-. stu1!"j L.ir first · fl.J.:r ci 3-,t.:ir, ~.,ttJ!ng, $sllJ ,tieath- tni ;1 iir,t fl~-r rc1uired also. L J~t.:; r .. :cers J1~r,,,rnned: _· ____ _ / ;:-::-:J .. ~ :.:-.i..:ir.~. ./. ?!:-. .. J. ::.H.:.H<l thickness, llraue I. ~~~e. :J 1=~~x; .!.~re requircJ, indicate tl.:i~•-~,. ~lips, Ti G. I s~t? ~reJ:~1J~: 1~jicJtc ~1Zcb/5pac1ng, + l:J.t.~ C ,r j-1,cs unJer parJ!lcl bcar-y 1:; ;.,:1t1._s 1~51ti(J)5 -L ~t:. ;:r~h. J~-~, pati~ fra~lne . .L St,v• ;.lJnter b.:x ,Jetails: 2 ~n~h air ~~~ _/f.xterior posts :::u~t be supported 2" above finish grade and bear on a metal base plate (unlasa pose• are foundation grade~ ..L Purlln• must be braced to bearing parti-, Uona. .:::_ Ridgea, hips and valley• must be designed· •• beam1 when roof •lope is less than J in 12. rov de details for transfer at lateral loads from diaphragms into walls and foundation; 1pecify all connection, (plate nailing, sill bolting, etc) in accordance with size of loads, ,..Garage not -in _ ~a~r~a~g~e~v~a,:-1;-l~~d~c-:-e-ri.-l'.:".in~,:-:.:-:d:-::j-:a-:c-:e:n::-t~t::-o:-:o~r~....;~ under buildina to be full one-hour fire resistance wall• or floor/ceiling a••••- bliu. CT-s-a y one-our, UL labeled door/frame for openin1 from gara1• to buildin1, (503-d-)) _::::: Show 1tza of header over aaraga openina, / Provide 18" platform for water hHt1r -and/or furnace, (1310-a, P.C.) / The total area of private parkin1 1.ara1•• within the butldina excHJt 3000 :.q ft, Provide three-hour occupancy 1eparation. (Table S-1) / Other ______________ _ MISCELLANEOUS / Provide acceaa to phyaica1lir •. 1ndlc,;pped 111 accordance with Sec 1711 :· ... and Title 24 Part 2 CAC, / Dry 1tandplp•• are required, (JSOJ) Z Wet 1tandplpe1 are required, (3804) L Building au1t be fully sprinkled / Provide draft 1top1 in attics over 3000 -1q ft in area. (3205-b) / Permanent ace••• to Mchan/cal equipment -on roof auat be provided, (710-h, K.C,) L ~~.:• g.,.lrdr.Jll :.c:.~~~t • .:.:11 (3t..11 C~ !~r ~~!c~nlf~ W!thin a unit ~r scrvine Jeni, on~ unit, _ Pro~ic~ a sect!~n at stairs. Show ris~, r~n. treJ~, :ateri~l, $tringer s1:~ ~n~ spa~ing, connectiuns, sup- ort h~ndrail he1~ht and size, etc. Snvw s~~e ct~~t~r oca ions. ..... tncr, _____________ _ PLL'Mlll!,G LS;:ecHy stall show,:r minimum width 30"; :uni::u= flJor area 390 sq inches, I (-~0-9r,~P-._C._) _______ -r-_.._/ (1111-d,ot / Ii.Hu dus"t .irea minimum width 30"; -&1ni11:1Jca clurancc in front 24", (1711-1' . / ~-... s?.h':~:=-w,,;w::;•F-=t":•.:.r:::-'h:""~a:-;t~e~rl:.::o;;:;c~a~ti~n':'.~:-:-:::-:--::--,----._g,. -P4f valve to disc arge to exterior. 007 P.C t.v. ' Pro~iJ~ di,.CJQ/sp~c• for drainage 1y1t- -tu, llcl~w cur!> .ind or sewer level. show 1Jt.lt1ilnl cf .ill required valves and b.lckflow preve:iters. (409 UPC) ,c • protected ~Y back• flew prevent lo,\ de,•ice or vacuum br~.1<er. (1003 ~PC) t, er. 1«rv1, •• PrJvide lo.d ~alcul.itions for servic• ana fedcn, _ CFCI protection required for all out- lets in bathroocis, outdoor» and in ,.ir.,;c. ln1wffl-lcnt electrical outlets in S11p.r.lt.: dhtnbut1on pancr required· -f~r e.ch unit; accessible to occupant. ~it~ten, ~utl•ts required each side of -sink or r.n6e, at end of projecting coun- ter• over 6'0" lona, and at each counter 011er 12" loni (210-25-b) Li1ht1 required at each exterior exit -door. (210-26-a) Other. ,, ~ -'f'n.lN\01.;i drr:E:)3, &12.0u I\J.Q ~- ~:~:1~~ !!:1teJ t~ lb% ~f floor are~. I.:J~~~te t.:.tal a:::ount uf glalln,i and ~11~-~bl~ a::::ounr on plan. See also uur r.~J~wt reg~rding tradca(f of dual-~la~- l»i for over-~l.zing. Sn~-wJll Jnd roof insulation. R•ll i.l 1oalh (including garage/h.:iuse -•411). R-li t~t1oeen joists or R-14 (rigiJ) Js~r r~~i sheathln5 , ~-J ~~t~J t~ plun: -uteri_r J~ors ta be fully w~ather- -,;tn;,d (Including do.:ir from hou5e t~ ,;arJe,1.:). _ Sl1J!.:.; .,,la~s J~orn ~nd w10J""" to be ~crt1ti~J anJ labelcJ to cumply with t::.:n:J, ',-1tt r,.11 Stan.Jard~ ln·,t !cute ,\:,.Il l.a.J thru 11~.4 (,\Jr 1-lllltra- ~l!: .. ~"' l ¥;,j t-.1tt,r,~ .. ~.~ t..'dt..hi~t Ii;,;;, •cJll t~ c~ .. 1~reJ with ba.sJrJrt ddap- ~1:e FA~ 11 ~~~~r,tJn~~ witli 5t~t~ t,1~rgy ~ ... ~t.i,.Jar.:, {ul ~J~I! ..!'l llTt, per 'b•1,1JtW ... f.J.;t r .. 1 .. "' thu~t,). sot::iil :r::,sx~~s10~, ___ fQ.'""'· r'"""-''~'·--- ~J 11 and fluor/~~Llin~ as,c~blie• -,epaut Ing dwe I\ Lng units from each other ~nd from c ,c..,..on space (such as corridors, laundry rooms, common garages, 1ervicd areas, etc) must h•ve a listed rat1ng of STC 50 and lIC SO, (Chapter 35 UBC Appendix) Shc,w locations of all sound control assemblies, rrovide details •nd reference• for auembliu, Show how penetrations of assemblies -for piplna, electrical devices, re• ce11ed cabinets, bathtubs, sofflts or heating, ventilating or exhaust .ducts 1hall be sealed, lined or in• aulated or treated to maintain the required ratings. (1706) Dwellin1 unit entrance doors froa -interior corridors together with thl!ir perimet•r u•h shall have • STC ratin1 of not leaa than 30. (3501-b) Other, ____________ _ 5111.iw 1he, 111ake, aoJel I and location of furnace on plan. ere win ov not perm •, -Cuaplete and 1i1n energy lav compliance -certificate, If u1in1 alternative design submit re- -quired for••• ~ z-3/y: ' coyp~ 0 F :So \..f; fl, W '!'t(E)2. ):n;:""'fr 'T'I I'll,. \"A'-\$-S Cc~¾ C>@p,) ----------------,,.2<>;,i1{1/Ji',/;j/}!7".lit.,:'"~~" I::"'-·--·-·" , .... it'"·,'.',', ", ~...,._..!I" ':·':"":.. >-!----- ~·... ' ,i " • ; -· -' {' :f" . • ; . I' PLAN CHECK NO. 83-6fuc. OWNER I I I (itp of (arlsbab -------PLAN REC'D. PLAN CHK'D. CHK'D, BY ----- fJ--rT1--}£r~~e !~h J9r,t,),CJ 8,,btc)~ 2x.) ~@.. /6 I/ o.~. e.uh1/e -/izl';i'r;.7 / ,t/ 4 /4.IJn) s /n:J<A.J.S. .,;:l....t IZ@ IZ o, c;,. , C?.-:rn11:z: . /7&H0£ 0 b77J-Jc.,s. /0/2. CG----r-219n7.,c; n/e~ e~/41 I c, I'<? • 5ee Sec: .3oo s-CP). -------·--· .. .,,,,,-· ~,-~,.q,z"I ~ /2-, ~&c:-?7.e::211 . . . ~~r-m).S ff??P&~ :if2 J-ftVGr //U wn_s /5TG)t/CI u-5 .,.., I,.,._ /r_,.,.J/~ ) .'D / 1.::::::-1: l"-=w-7 r=nJT-" .s ,LA,,-~~ d/Z ,z;;!~ .... / ~-7L-6 • r.,L,l,:)/2£) u ~ J.:.I,, chel",Y br::?.:h;,1 zp F.?0svhM7/~z... t-,nb/.... ~, , L __,, A }? ./-=-1?J2h s ;J7Gc;,r /~ ¥? 177 1 W ,1 rr7 / ;;,, ) Y7 ..J ,,-:;, /Uc; . /2&?:::., , y ../ 01:::: <~-S. zo Ci.--c-h / &--U,Q o~ l2 er ~ ,1? / / Rw..Jc:,.(~ . /-huu 0?-1&-,., /tYJ?J--; f:?L'..~e- C-,)9vJ .::-r;-rrJ n-r-(~/92 2;7'Pe) / 4L'~ :7#.&'ltJk ;t/U· , .. ., ---- ---·-. . -- ·---- --- ·--··· I I ! .f3uQ:;~ db3d'1'-d. ,r· f ,r Ir. b&1i1CJH:.@?-~ ., · p' · ~,tp o ~ar Sua / · :ro: S-rEPh'eAI c;;;. · Dev;~ /J.1;:;J. 0 APPLICANT copy A. 8. c. o. E. F. G. H. I. 7µ,M:? {dvJ(lb7Zs1/y /Jv(£. 0 CITY COPY / ,-,200 ELM AVENUE D £-,/:9-mt.a7513) e,r.Jl..);:; 1&2 ¥1 CARLSBAD. CALIFOHNIA 92008 PLAN CHECKER copy 6-~~ .:@l/79AID121:J1l... PLAN CORRECTION SHEET Plan Check Number 83-5~2 cy;,a(:?, c:~~ Site Address 2G.o 3-o:z: ~-;q::::,l..:F[Z soy' Sr-; Owner K /J.JP. 7>6~?.,,opn-7~~ Cc>,zp. 7 @c;1h m II) l:£3/ S J.M;.::,r.5 Building Code Applicable _____ J_97_9_U_.B_._c_. __ ---,.,~--------,-- o -JI/ I '.3 Ollb7Z ryes :x-- Occupant Load q:S~Ja0i:e. 41-3 Stories ~~B~·7o2) R--1 ' 1.n.1~ Occupancy M Use P;,,r.::> · ,ec:;;:,"91,?. -----. -R------J:.,....(!]_£/. __ -, ..,....)fe-(,3_&/2,_(2,_'1)..,..-~ \ Type of Construction M {!, ~a-.:r C7o z) Sprinklers: Yes lJtL,.L K.'-/@.. /.a,oocJ ;f?-l<E-, 8'. s-4-~ AUowable FJoor Area M CY ~o-zrv Actual M & ? 9 74, _ Basis for Area Increase 1/)(()l:3 l2<3JPJ/2!:it£:> J. Remarks ------------------------------ Date Plans Submitted~£' J~,R.2;"/f.3 Date PJans to PJan <;hecker:zt'6-1:i:;/Zq(.?.3 Date lniti<JI PJan Check Completed~./~/&'~ By cr:rr1 Applic .. rnt Cont.1ct Pcn,on_!l?/Z·.~/6 Tel.~/'J)¢~3Z</3 FOREWORD: PLEASE READ 1. This plan check is limited to technical requirements contained in the Uniform Bui.lding 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 Jaws and ordinances enforced by the PJannmg, Engineering and Fire Departments. For information regarding those d{.'p.::rtm~nts, p!easc contact Mr. Carter Darnell at (714) 438-5.525. 3. The item!> below need clarification, modification or change. AU items have to be saw,f 1ed before the plans will be in conformance with the cited codes and regulation~. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans dues not permit the violation of any state, county or dty law. 4. Please submit two sets of corrected plans and show on this list where corrections were made 1.e. sheet, detail, etc •. Rcturn any original plans and documents that· were returned to you by the city. The above items may be returned to the City Bu1ldrng Department or to Esgil Corporation at 9320 Chesapeake Dr., Suite 122, S.m niego, CA 92123, telephone (714) .560-1468. . • I ( ~:',?Jr,~:::'"".''." ~ . ; . .. "!·~./ · ;~ ' (itp of ~arl.sbab '' sm--;aw PLAN CHECK NO. s_}-!it~ m'JNER ------PLAN REC'D. ----PLAN CHK'D. CHK'D. BY ----- Sa:'.:, 3 3o S ( rY?_) , I Y} > 11'20 mt,)..D s 1_/c:N.,c..J c ~I.At In r /)(::fT/fM L,s V-I 1/12. C-r/Yl B--r-tz,vo.;~'l_O'Yl ______ , ___________ __, ---------------------------------- r'•·--:::~~~f.';7~··:·:·:,:·:· : '=----· • ------ • ' ' \ ' ' < · 11 ~itp of ~arlibab PLAN CHECK NO. f.1-?°'~t:. mvNER ------l ,.1" PLAN REC'D. PLAN CHK'D, ----CHK'D. BY ----- {ilf) ,P/Zd?JJ PG" c!OG'779-)L.,6 cJ F ~L S1-h:Jr--rs, UGJt,,l.TS~ <2/c. · IPe::?Ve-77219-77 IV C. 0 . --E4qe/C&7 ~II() W CJ~ B~ / ~ .. . W/ft-L-/525.s Gm_ 6/1e< r, c::i-':)/", 4303 ~~~ ~30 b-: c.,t30t:, L . , ~~ ~ 77'WOJ:lc:.--:0 r12&c;..,,c:Jn:o t IV Gi-c. h, Y/7 ney 5 h n-.P-f-s. . l("J;:) 5 6f:-Ju_) <l)G:r>9i c...s· 7t:> Cbr:?JitZY77 5n9?/Z. 5'1:5~ .18~< ,,.r:;:( Rs-:f.s &«e_/_#a. Cs'='c:::.: 170 z --//-:r;_z..& 43-4) .., .. (/is.) -- - .. -· --- -. ----·-.....- ..... .... ---- -- ·---.. ·-- 1979 EDITION . UNIFORM BUILDING CODE · Sec. 3305. (j) Handnils. Stairways shall have handrails on each side, and every stairway required to be more than· 88 inches in width shall be provided with not less than one intermediate handrail for each 88 inches of required v.idth. Intermediate handrails shall be spaced approximately equal within the entire width of the stairway. EXCE:PTIO:"liS: I. Stairwavs 44· inches or less in width and stairwavs serv- ing one indi,idual ~welling unit in Group R, Division I or 3 Occupancies may have one handrail, except that such stairways open on one or both sides shall ha,·c handrails provided on the open side.or side,. l ::?. Private stairways 30 inches or less in ·height may have handrails on one [ side only. · Handrails shall be placed not less than 30 inches nor more than 34 inches abo\·e the nosing of treads. They shall be continuous the full length of the stairs and except for private stairways at least one handrail shall ex- tend not Jess than 6 inches beyond the top and bottom risers, and ends shall be returned or shall terminate in newel posts or safety terminals. Handrails projecting from a wall shall have a space of not less than I ½ I inches between the wall and the handrail. The handgrip portion of hand- rails shall be not less than I ¼ inches nor more than 2 inches in cross-sec- tional dimension and shall have a smooth surface with no sharp cornm. ,~· 1\4•102• MIN. 1\4•102· t\n ,~- MIN. 1~-·tnax. NOT ACCEPTABLE l ~ -----. -·-·-'r •• -.. L---., ... -" --" -" -" .. ,., . : ~-:-:., •.. ' . --u· ~,:.:>-, • I '' ' I -~---·~-----------::~,~ ..,;_-_-. _::··: --·-·---··-:---// ··--. ' "'9tl . " I j / fr-·_!-10~1?'7,.JTAL ~TION \,:::J ½." a 1'-0• .,,_ .... ·I 1.'·&· ~ ··-,· 1 (-p~1 i i l ".I • ,- ' ! .I:..~~ .. l I I ,--·-·· ., f, . . . F .. :~ .· ., ' ' .... < _,.,. .!!l!Jan. 4 ) L.ON~ITUPINAL ~ilON \ vj.'. ,•-o~ Chimney Shafts-C •. '"llt ,. t' i, ;,.i.-..,,h.1-:;u.~ • .:.,;~~ . .:~~ " .. . .. ! l l t l f l l l 1 ! l l r -I "" I J l .. f · l J, I , • i !l • l I) .. l\t I '.~ ltVf. 1 I I I I,_ I ' ,_ I , ... ! I I l~~ ; ,-- .°]i Ci! ~ftl'-.-_ t- ,-· I I. I • ,, t' ..... t ;./\ \ ', :·-) ) ' 1 I ! . ... ,-, -.. I e. \ -'?-_It ·" ,"I',.. J • • -, • -i ..;~ I ' '\ "' t,;. ::: , . ..,.... . "::!""- '• ';, !,,t,•,fc e:.-=~ I • l i · ','--~rw fL-!C-_..,...F'_~t-_N __ _ \::_,J 1/t" .. ,·. o·• ---'1:-!: ·_ .. r;._p· r· ·-·-----· .. -· .. 1" • f: ... · __ ,· -~ ( 7" • t· t t'· I., f f. I• l , '. ~,· 1 I r:.i,, At,;vt,! 1 ..-.,f ==-t..r.:. p ... ~.'J '-:. -; i" • . . t Chimney Shafts-B I ,. I: Bu:z;. ~s- P"to: S/4-P!t0J 6-MV/~, 121/1 • ' ~f/() ?iat1fff?~~ ~- /£0-;.,1 Gl:fk-='°:) <Citp of <l::nrlsbab c IT~ 0 APPLICANT COPY ~YCOPY 1\·, A. ~.,~ B. c. D. E. F. G. L!7-£2~a Cllt:./1;:; Y2rJtfl :- 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 0 PLAN CHECKER COPY &'/1/C~ :(:) 4 ~ w/11..L- PLAN CORRECTION SHEET Plan Check Number 83-~2 C2lf42i ~.:s> Site Address d?Go.3-o L ~7?P:&7?c5olV Sr. 'Owner k 4 fl '2Jb-V6?-Zo.,P)?7(;:;;-n}T Cdr1Z,e· Building Code Applicable _____ l_97_9_U_.B_._C_. __ ---.-________ _ Occupant Load If $17~ ~-s7 I Occupancy ?I c5 /lf Y I ~ E-/<ff Type of Construction -; /IT?. /'cJ e A4 Use P-Gf/4. cf &:nz, ,. H. Allowable Floor Area l(./4:1? ::-cflfcx3 Sprinklers: Yes ~ . Ir · tv'i,,1/ 0/<- Actual / ¼:Jt;;y, ; :j ~ t-_ I. Basis for Area lncrease"".d"""~"""'d.'""'iVt?:-='---_,_~=~:.;;,i:;;;...=,,_--· _____________ _ fr:~<: J. Remarks ~tps1n~ ~/#?. hr;,/f fe /:JW'IO S.-;)tZ.1n/GJ§-2.s f137Z Ctft/ O!ZD · t ly,;~fa· .. · Dat~ Plans Submitte~~ J.:;j.;J.:J. /9.3 Date Plans to Plan GheckerN'6 ta,/z,?jr-3 ~~(;:~ • Date lniti,il Plan Check Completed~ Jo)&J~ By CT;;.,,, ;•·'l'"}.t),,,. r I ------------:;:. ~;~i'... Applicant Contact Pcn,on___L?l('Z, :J),qv;..s Te·t. (e/z} ~ 3/'.$ 93 .. ·. · FOREWORD: PLEASE READ 1. This plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code arid 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 Jaws and ordinances enforced by the Planning, Engineering and Fire Departments. For information regarding those dt>p~r!ment~j please contact Mr. Carter Darnel! at (714) 438-.5.52.5. 3. The item~ befow need clarification, modification or change. All items have to be sati:,f 1ed before the plans wilJ be in conformance with the cited codes and regulations. Per Sec. 303 (c), 19.79 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city Jaw. 4. PleJ.se submit two sets of corrected plans and show on this list where corrections ~ere rndde 1.e. ~hcet, detail, ctc •• Return any original plans and documents that were returned to you by the city. The above items may be returned to the City Butldmg Dl"'partmcnt or to E~gil Corporation at 9320 Chesapeake Dr., Suite 122, San Otego, CA 92123, telephone (714) 560-1468. €itp of ~arl.sbab· PLAN CHECK NO. '63-S~C: mvNER ------PLAN REC'D. PLAN CHK'D. ----CHK'D. BY .,__ ________________________________ _ , . ·. .•. .. . . . .. • • • p .. . . . . . . > . c·· -~~ . ~~-·:~;~:~(),~~ ... : : ·.::·. ~~ xc,;,, r~. ---~, ... .. • • • • --•l ~/:) f ;...,,.,. rA,_ r./aD ~,t/J~ I;; \,4. -r'\ l :;;~/ .. ,'/C/ · I II :.,,, "'' · 6.'i'f'~UM ~t>AR?. W.1!.. fl~:. (1.) LAi~K~. ~~--lt:' ( "2) t.r . MA'( ~~ 6a!.-!J~t?. . . . . . . • a·. · a: ·-~,·.:..vK ,~ ''-· : ·: .-: ~ :·; .. .-·. 'L"" ro yi.,t.,V ' """"' .. • • ;. . •.. --. . .. · ................ . . . . .. . . .. ~II •• 0 lfAfl ~~ . _: -· -~-:· .. •.· -~··•/ .,_ X ~ .. c;;.,, . . ... · •. ··-:.· .... . . . . . . .. ,, ,· .. ·-. ·:··· • n· ·n _.F. L. · ~ •· t ,~--::/=-~· .1. ~ro .. &O~ .JRr.,J ·--~.·. . . . . . . :· -~·.: {• ·. \:~~-... . . .. ,.., . ·• ,. ' : .. . : . . . .. ' ... . . . • . . • .l .. . . ... • ••• . . .. . . . L . .. . ...... ,, ... .... . z.e,,A' ~ ~/ ----- - ~a-t~a liSo)?3 Prepared bys ..::::;;;;? JurisdictionC~.&,9.D VALUATION AND PLAN CHECK FEE C Bldg. Dept. a Esgil PLAN CHECK NO. 83-~-02-, BUILDING ADDRESS .;;;:;&,,() 3-09 ~-YPG..e..s:::, ;y" s-r-: APPLICANT/CONTACT c.5/~g~-;v Zl>Rr)J.S PHONE NO .Gl'J) -¥-~o az c, .3 I J j?fi /J-BUILDJNG OCCUPANCY v'tf@/dOS DESIGNER PHONE "' ·-----TYPE OF CONSTRUCTION VM Id OS CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE I.BM½. V.ULT!PLIER VI/ 8-1 G-.t112. -,r,,a_ f-~ ~ ;;;l d, qg : .. /#6,e'., .¢ <i/9.¾II 8/?t/~.1tD /<-/ 1../(.,IJn,,;, _:V-N ~ )/.J qg Lr ~35~,ff, :;C) I 15"9 <o ,q ::: 7Sl/:-3Z , .... 390J9C,0 11:9 N-G-~. 1/--A' ~ /.!2 ~ ) /'?t}/ ,p ;).0,77'2 ~::, 'fr/3-00 £-I /_,11,nn -V-1' 1 ~ If/~. ,. .-e;--031':-. .::i.31p7(p ft.:,. 5"&,gJ/t,- t :.. Z5l87i-lJ , Jit'a M-----7!-/.J}EJ X ~ ol~.ot) I /97~ .t,.t .3, .lf 7 Z 6./1:::(Jts>'i{,0-0 I R-J t.w,r1v1 IJ ... i flt ~ (', .Jf;~rt;. (?_S~ 3 so, 3 i b ~-=757,ea I -=-.39:3,958 - .. <..foo h- /llO k- ·~o,4-- I tJtJ ,t- tf«, A- /IJ-OA- ~~ ' 1)/irME-, ( t::;"rn r-; /JS #3) ~A-,~-/1,1~ 'fi/,$12..: Lo-(!,, ,9.~,<n) ~ ~5Yh 571/Z "l3P-:: 1503 .oo -..... /4?-/ LJ,h-,., JJ-1 HtZ (1, ~/.~ ~ l/t+70 i/-7tJ~ 'Z 7tJ ~-= 771,.e;'.:>' lo~ A- I :. 527,38~ _._._.-..... ··-· -- -------- ., ·----···-_,.... -----~ I ' PLAN CHECK If UMBER 1f!:/'t:ooRESs #P';J--&?-~U,-.f!!:Jt2J DATE I~"' /t.J,..--. ~ : /~. PLANNING: TYPE OF STRUCTURE W: JA.J ,' ..,-4,r: 4, ZONE: ______ _ ·tfQ)~~ SCHOOL FEES: SAN DIEGUITO ----------ENCINITAS -------- CARLSBAD -------SAN MARCOS ---:---------- % COVERAGE -----------RE Q U 1 RED SETBACKS ----- 8 U IL DING HEIGHT FRONT -------------FENCES/WALLS ___________ _ S lD E ---------• THO CAR GARAGE -----------RE AR --------- COMMENTS: --------------------------- ~ D REDEVELOPMENT A?PROVAL REQUIRED: .. s~ D ------------------: ... -- u..1 --Q'; :::, C:::s! C:Y D _JJ_.. . 8 lit LANDSCAPE PLAN COMMENTS: ~ ADDITIONAL COMMENTS: _____________________ ____, __ _ OK TO ISSUE: DATE: /kSl'tb OK TO FINAL: DATE: __.____ I ---------- ENGINEERING /?M-S~EGAL DESCRIPTION VERIFIED? ____ A.P .N. CHECKED?,~ PARK IN LIEU ;J,/4 ------. --,-----.--------- ---------IMPROVEMENTS: e/~_§a ___ -~l~ ... V"-·..__7~ .......... k?=-__________ _ E.D.U: 4¢_ ~~ --------------- PUBLIC HORKS INSPECTOR: _____ F ________________ _ FINP.L OK: -----------DATE: ____________ _ * IF T'HIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) PLAN CHECK 11\JMBER rft -5'C,-<~D~~ .;2_~ o 3 _;i_t,,o9 ~DATE (½-::f 3 PL.ANNING: TYPE OF STRUCTURE tf'tf~ a,!:-ZO~E:_. -__,,_..___ __ f)cD ·-sd-- ex uJ 3 SCHOOL FEES: SAN DIEGUITO ±.- CARLSBAD ~'V % COVERAGE /' ~ BU I LOI NG HE-IG_H_T ____ /~/J--,+-c-+-- -------_,."'""{---+;-7-+------.........__._ ---- FENCES/WALLS _____ -;,-!___,.., .,_/ ____ _ TWO CAR GARAGE V -----=------- ENCINITAs -------- SAN MARCOS REQUIRED SETBACKS __ _,,,_-I• FRONT ___ ~-11---T'T'-~-L- SIDE ------t--"'l-+--- REAR --------- ;11 ~ COMMENTS: uJ < ------------------0:: C ADOITIOHAL COMMENTS: ------·-------------- I OK TO ISSUE:~.DATE:~-OK TO FINAL: _ __,,_-,..-_ DATE: ____ ~~ .......... 1~•••*****-ti***************•*·i·••""tt•****•******* *****~':******************Tt( ENGINEERING_ 0 _q_ A.P N. \HECKE0?0•~ o P.F.F.__N~ PARK IN LIE R.0.1~-: Q .~, _ IMPl"<OV NT : a:.=-......,-=-----~o"f--+t---,....,...t-----·~ E. D. U: ~=-"'r.l:'':JL_".lllari~ S ,~--------··---·-· SEWER: _E,a_5~ 1f f~l)G, 4tf kit~ LATERAL: ~Jc (ii L. ._..,,.~ lRIVEWAY: GRADING PERMIT: 451\oh) (elMtA.)(o fsMo~ ·------, ...... DRAINAGE: _!!Jtt-PL.-1\t\)_ ------------ EASEMENTS: 0.6(... • ADDITIONAL COMMENTS: --------·--·- ---- OK TO ISSUE: ---------DATE=------~------ • ENGINEERING INSPECTION REQUIRED: __________________ _ PUBLIC WORKS INSPECTOR: _________________ . ___ _.. __ FINAL OK: -----------DATE: _____________ -__ * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL 'INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) ,~ c:7~@7 ~ CARLSBAD FIRE DEPARTMENT. ~PP ROVED DISAPPROVED PAGE 1 OF __ 1275 ELM AVfNUE, CARLSBAD, CA 92008 (714) 438-5521 PLAN CHECK REPORT PLAN CHECK # ;f.3-S l,2.1 OTHER REF # ----- PROJECT //A-!!t;._ . /Jt..llC.€; f}Pr.s. ADDREss ~ci-=..!L&=o=a-~O ............ e~~~~~e,e,==-wJ~·'-'-=----- ARCHITECT --Pt1-v1 f. . , ';.T/Fvr=' OWNER K.19.P. OeJ. (_'~ ADDREss ________ PHONE _____ _ OCCUPANCY i{-l CONST. V-t /. D SPRINKLERED D TENANT IMP. ADDRESS TOTAL SQ. FT. ---~-1-2-~s-3~PHONE ____ _ IQ. } "-". /1,_e...,..7 +-f=f-=-u ___ STORIES APPROVAL OF PLANS IS PREDI~ATtD ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS! . ++++++++++++++++++++++++++++++++++++++++++++++++++++ 1. Provide one copy of the floor p]an(s), site ~Ian, and sheets -------- 2. -- 3, 4. * v 5. 6. \ -·-· 7. _La. v10. v'll. 12. ~ .. -·- • Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code and ------------------------------------ 8 u i 1 ding ( s) not approved for high piled combustible stock. Storage in closely packed piles shal'l not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, pJ.astiGs and some flammable liquids. If high stock piling is to be done, comply with Uniform Fire Code, Article 81. 1 M'edical gas system(s) shall .comply with N.F;P.A. Standard 56F. Fire extinguishers shall be prov~ded based upon the following criteria: \ ..,.........--a) l-2A rated ABC extinguisher for each fi,ot:10 sq. ft<. or portion thereof .--b) maximum travel distance to an extinguisher of ·7._ feet __ c) other=-----.-------------------------------- Fire sprin-kler system(s) per N:,F.P .. A. Sta~dard /-shall be provided to protect AL.t, &-u~, /hfhY. «-jfi~ ,,1'.bm ('IA/4:<"'. j / J fll.c (/)t(/L 1() () tJ fJ UA/ AA.L .£td-' . oty chemical extingui'shi~g syst{m(s) shall be installed per N.F.P.A. Standard 96 to protect· cooking equipment and exhaust system. \ Plans of 1)P4 s-r4,-.J(;>f>1P€ -tL4SS I (&R.t.. _JI M«u,Y) system($) shall be approved by the Fire Department prior to installation of system(s). Show on site plan locations of all nearby propose~ or existing hydrants within -200-feet. ,-~ - Hydr~n_t(~) sha 11 be 1 provided and located ~-W. ~~~..A'.'.L---' M .. . W~vv /So . ~ At?PMr ~?;J& ;~ ~ M: &4-'3 tf~ Show lotation(s) on site plan. Fire Flow: _____ ~gpm for ___ hours from hydrants. Access for fir~ apparatus is -not adequate. Provide ck 1.. ~ ~~ ,·¥1)NU1 11iJ,a (I.± lft~ ,-~ ~Af: l!>fJep,: ~31 iffS • .£C,41,£.WJ4-V l-fo,J(!,1..-08?/,"?G;,. . ' . shal 1 be o'f O,A.)P.f hour construct ion with o'penings protected with O;vtE.-hour assemblies. Comply with regulations on attachl:ld sheet(s). I 2--2 7-fJ> Plan Examiner Date Report mailed to architect Met with Attach to Plans ----------- l ' ' 1 PAGE 2 OF ~- CARLSBAD FIRE DEPARTMENT PLAN CHECK REPORT PROJECT. ~:J:b1i: 1<::::. PLAN CHECK# 14. Drapes and other decorative m~terials shall be flame retardant. Certification thereof shall be provided. Exits, exit lights, fire alarm stations, hose cabinets and extinguisher locations shall not be concealed by decorative material. 15. -- 16. 17. -- 18. -·- 19. --- 20. 21. 22. __ 2_3. 24. -·- __ 25, 26. Interior ffnish shall conform with Title California Administrative Code regu 1 at ions. · Fireplaces and Other appliances employing open flames shall have metallic guards. Loose chairs exceeding 299 sh911 be bo.nded together in groups of 3 or more. Storage and janitor closets shall be of one-hour construction with all openings protected with 3/4 hour self closing and latching assemblies. An approved fire alarm or two-way commun1cation system shall be provided per Title 24, California Adminlstrative Code. An occupant capacity sign, W·ith minimum one inch letters and numbers, shall be posted near main exit ( square feet per person). Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. A 11THIS DOOR MUST REMAIN UNLOCKED WHENEVER THE PUBLIC IS PRESENT" sign, with minimum one inch letters, shall be provided adjacent to main exit door __ _ 11EXIT11 signs shall be in block letters minimum 6 inches high. Luminance on \ face of sign shall be 50 lux. 11EXIT 11 signs shall be electrically illuminated and energized from separate circufts. Show on·etectrical plan(s). One of the above circuits shall be part of the emergency lighting system. An 11EXIT 11 sign shall be posted over exit door and directional signs located -------------------------Show locations on floor plan(s). __ 27. Approved panic hardware shall be provided on exit doors _________ _ 28. -·- __ 29 .. ~30, Show on door schedule. \ Corridor ____ ~~~~_shall be-of one-hour construction with door open- ings protected with 20 minute self closing and latching assemblies. An additional exit door shall be provided in ---------------per Uniform Building Code, Chapter 33. _________________ ____, t?R-01h.u ~ /Y),1-Ah)d;l..k'( 1111E.e.:A--reb Jl.ltU:et 6 Y~16n1 · Plan ""is£. ~v, ()6/i /-J.,:; N<..vMI:: RA-n/'1.16 @@ch/Z.-~t), 72? Examiner td-6-r111~ Ok!, , 7:e~t/l!f.-v 8£ Alo ~~A,~& 771/ktf Date Dt~~ -zsµ • . -I ,. ) ,,, j=,1/c -t.t I.JI s & ----. .. i---·-----·········-··--····-· ·-=--·7 ··--·· ...... ·- ( r'lt 9 s· · /(j P-,1c /-/ . ~/ Jr} -+------------'--------..;.._-------I __ ,, -;·---' ~~~-------~----------------' . . t: "/~N;/ f""::. d~ 'I j;;; /,ti-<) rf; Yt~,;-.. ·;7J.d . , -.... : -~ .. 0 O·. -------------· --·-· . ROBERT' L. FEFP'IERMAN . STIIUCTUIIAL l!:NGINl:EII' 8AN· DIKOO, CALll'OIIHIA Tl .__ __________________ _ ~ ~ ~ t' o7 /2--N I' /Qlk/~ . /jJ-r/ // Y=-If '!rt-/.J; i9n 't, . 111 /0 1 '-/: 1fP '< -Ji_ t-fJ 11 -'J 2-i ;::,i-;_, tro t ~r ~",-1 f .J&,;,<:, fj( .ri-,I ~6:J J' . t, I • JtP lf·j> 111--u- DATa.,_ _______ _ l"ACIC N0--.....1/t.--•--Cllj ____ _ 0t!'c-lC Jt th "Pl.. .J;:_ 7a ,v f&/4-,,· //~ C .g ~ t, 7Jo/J f ,;tpn ~ /,;-o"//;, lfJ .Y" ~ /03 eJ ·--. ----·-- L ') .,_PILENO,;..' _.:.l...:J;...;l_,:3:;_:ti!...· __ ROBERT L .. FEFf'ERMAN-DA--------- 0 0 . . . 0 STIIUCTUIIAL ENGINIEIEII . 8AM DlllCIO, CALIPOIINIA--~A-NO, ___ /'---~.:? __ _ Tl~----------....:._ _______ _ J,,,,l,Jhe,1/4 ~~ ~t 3~ /J) /C10 -'-/! J""D ~ ~---~ J'#/4,, ;i& t//v -/ -,/,J, ,n /4/ ltP?nn-1 l"I/ ,, / p .. p~ ,e._ f o/~"f.J / (I(, Z,.j !}. J., j"I~ ff)i/nl"'./D X4J~"' fd/tv tl,c 1'1:ro I' 11 -t'I 4_ -'17'/atl!/' W1 /r/, -:-!/_7 t/J , ri, ~ j 1, ~ ~ti R,-i /4.,, .J- 'l)t- )vi.- f7 11r' ¥o · /rr¼" ~J_O. c?-1,,Y ),.J :, (J { d ,It /J' ,'-,-() /A /o/'U--a ~;}( YC,¢/c~ ~ ~ :,z..~ • f>,; p I' /.;O -'., /~ -/,,,.,riff t l, t/0 ... fll/~-::.. j(), ;..~11 ~ "l" /1,1, 0 .. t{r~;, ~~ ;a . 7,(, z, ~(i,,,, t/2~ I ~M t,1 tf',,.., ~h',i_, /,, ,y-iw /I{<! ,Ir/ • ~,,/ ;:' tie ~r" #rnr'JJ l. ''> .,_ P'ILIE N0 ___ /...._3 ..... / _l t ____ _ ROBERT L •. F"EFFl;RMAN- STIIUCTUIIAL ENGINEER UN DIIECIO, CALll'OIINIA DA,~-------- 0 l'ARNO--____,,/ __ -...._( __ _ TITL, _________________ _ 111· a) ~/?o iq~i,{~ .fl:O _ •> 17µ i · t1?7 k I 61-~1/ ,:,-n l pi,-JJ L. Im /Jz. ~~I 1 , ·2tt1f~ , z,,t-t (' (,/' . 'J;f 1 I ,,-tt of'j_1 '~-· 1/>,-i.6 . V' ;,,70 w -- Me f. t;v.z, ~ ;1, 2,, i ,e . ,..] i .Jkl~ i-t:;, t/2t-MI Z, t /;,? i., J z, ;;, (Jl~ t'8uJ/4 ~ -----------------· --- P'ILI: N~•;_' ---ip.f"""r~/ l~6 __ ROBERT L. FEFF'ERMAN• STIIUCTUIIAL ENGINEER· aAN DIIC90, CALll'OIINIA ,, PAUNO, ____ / _____ -..r;;;._ __ TIITI..L-------....---------------- ;9.f-Jv f 1n &.r r <"-lhil/ :J:j_ -~~ 3x Ii., Pd«~~,. - .. ~10,, t. 7.r :/.7/4N . . I ul ·,.'l f n,., .. i,.., rt~, "V (p h/r cJ,I, J.:v~ --,{-7~ i: Je_ ' t 7 ft./!. t)J-( t -AJ' ~J; ~ J ;(;,.; (j /(), • ' .rb~~~ 0 •· ~~ {?~J~ 6 0(6 01{ ;,,t" '# (tul7~ 1 11 -- • 0 '-~ '-P'ILE,NO___,___._f_J.......,t3_~:......-ROBERT L. FEFFERMAN, STRUCTURAL ENGINIEIEII' 8AN DICCIO, CALll'ORNIA DA~------- PA .. NO, __ -!./-:.,_-.,u&~--- 0 Tl·.__ _______ ...,.._ ______ _ O· 0 Vz. tr 4,::: tru ~ 11= y'r,j~ 77n·1"" dhe .,?r/2 CJ /z, :t?;e'~,2_. . ' lfJ1 j Jf,11 t;-&J t,rt) V-0. :>off rr,.;~ -,) < zz. -~t/ -1?;:D It-,/ Jtl' /f..3 D 7 I?~-. LI ta-1~/,,1~ 1'f-,/~ flt J'Z~ .:r?t/ l::l ~ ,1%,r ~ ,)fr I?-=-71./11 //'"") mt p/ ~ if. z. . LL ~" • t 1 the t ¾'~ 1, ~ ~l=(:P/4/,,ttJ-J a._,~,. ,1.(1. u-< 11-""if, -.;.1.~ IJ~ 2--CJ,,./&, / , Je~Pit.-1e .r-1 '_r prr;~rflkel C,/ Lr-1 I:: f t I l• 1' t/ A::',)! l);e t/ ~ ,P~ cJ.I ff·>' t x /tJ P/4 k . ;-sf! *:3,/.6 11-"o/1; ~ r: /7 D I t(~ ¥·J:,f l )( ;J'f "~j ··----·. _..,. ____ ·~-.... -----·. ~ ----------. .----~~~ .. ---·----., • \.l-., ·-· • -• nk # / 3 /,J t ~rl< f>~~ ~/4 Cl,i,;;#/ ~ · 6/. ihift /µ .. ---1/S · .. .:J,r''·. ! J>t'r /~ ,ti ~f/o t:> /,bf, Lt I --.. ; ·_ . . . ·a\ 't)t. .e ,~ j)~~ ..n '%,, " . ..,, l"ILIE NO:-· ---11R .... 'Jr:...a-i/J--....C--..-- ~--· ------ ROBERT· L. FEFFERMAN STRUCTURAL ENGINIEER SAN DIIECIO, CALll'OIINIA· DA,, ________ _ .. ,. .. N0 ___ .2 ____ _ 0 TIITLL---------------------- . ....__ .. ---. C> • I ,, 0 y,c15; L=-II 1 , t,r'z_ t'¥.rt) -e 'Y~ . d" y'-::: 7h'"J;;r~ /trv /f.s. f'.t>_ ~"I".:: 1/1-Y J ,,¥ the ¥r I~ 7) r ,# ,2. jt,,Jf . j;-p-t7/ JJ!._ /tJ7r' ~ --/J',:U. :Jf /"'J'/., Pfff l?IJ J10· '1t'IJ /:z 1/f .1 Ii/ ~t.:rJ __ ,_ /1:..:,/tv..J_~ 77/d.. I ,I.rt) t/,e " 0 C\ l / -0 .----......-~----------------··------·-·-··---· --· ... ---. ---- ROBERT L. FEF'f'ERMAN STIIUCTUIIAL ~NGINIEEII' _ 8AN DISCIO, CALIP'OflNIA- DA,.._ _______ _ ftAeSNO, ____ s""---- TITLL· ------------------------- ,.--...... --I fi ?rJ J( ;J'.. :: t/ t/7 .rr.,.. r =-il7"' /;1.1 ///.5 ~/~ /I: i~" .if-=-Sftl--0-i. Ji" 11 ::-y 1 . &~: ~ t.. ~ J p 14 dtJ' t/ ~ . 7µ 1(1: ,;.t?iJ-o ~-" ~, -I~ 1-f: JI t,) ,· wa--~ · 0 ..--------··--· _________ , P'l&.IE No,·-----ii,'-P ?._l.='J..._t __ ROBERT L. FEFP'ERMAN STRUCTURAL ENGINEER: DA a.;.· ______ _ aAN-Dlll:CIO, CA&.IP'OIINIA PAU N01---.1------ 0 TITL,..._ __________________ _ ---- ·C'·. . , 0 '-/ I\ A. 11~f .f7t?z. //(J.11 /v /6 ' 77 V-::: Jf ft:) V';, ~ .;; fd' tl :L = /7tHJ I-Ljfa c .;t/fo /-f:. /JH ~11-,ffbvJ_ df ~ tf~I' fto z 7/ifJ t,r-,. j-1. //~ ~ tf d 'Y _l:12., fP-0 v~ 'Jkv l/:: Jd~ .# M ::-r~ ;2---e 7.;;.l-i) - t/1 (v/2... Z>r1 fl3 7 rJ it. l"k-,,_ /r.;t// )11/ ;,t~_ t?fto t'c ~r/-.Z pr.It ----.,---,-,--:-----------------------,------''-----------~---·----~ ~- -----------------.. ·----------------- "P'ILE NO,-~t_.J.;..../..:J.;;,..;;;.t __ ROBERT L •. FEFFERMAN STRUCTURAL ENGINIEER 8AN-DIEGO, CALIP'OIINIA• DA..__ _______ _ 0 0 .. l"AeENO------- Tl"TI.&--------------------- / ~--·~ - f?./ ,l;.r,~. Jr4t./-r jfN-2.11 ?/1-4 / , ! /~#/2 -1.-1\---..z...t--'--_1/_ 11-::. ~,µ I( I-iu q_ t ~ . L _,, I 1./1/v /H ~ J .J"-0 -::: I/ t c,e; -/HJ= io PJ-o /$ 7JH t.J.. ,,,1.JrJ.-0 ..l tJ;c . ..tf111~ lor ~t::l't/4 -;f/ Iii CV"-i!l~r I ' ~-~----~-_,......-~-------·-------------...,..~-~- i I (j 0 ROBERT L. FEFFERMAN STRUCTURAL ENGINIEER• SAN DIKCIO; CALIP'OIINIA. DA~------- PAR NO--~---- TITL----------------------- /24?.-th.Y-- 1--... ;;&.ti<) cJrl1 J ~t: " I 7.JTI l,l .rl l,~o 11' 1 J' I' I\ tlo xf .ttio C' Jl-0') 'JM ,II+'<.}: iJ 'JO ,, · ~ /t3b ~ Pl-/.,"~ C/,L :Jr/? I ~.i7.) ~rl!;.. ,r-rJ--O 7J7V rA, r ra '< 9 ~ ~,.rv -'2 M.:: Jflg" 2 -/h '.l:_. .... . z ii. ._ ./1 f/a -9'H ~ .r..1¢:J tJ1c ?t'/(!) J:>P"'; 0 0 ROBIEIIT L. FEFFIERMAN- STRUCTURAL ENGINIEER' SAN• DlllllO~ CALll'OIINIA- TITL--------------- 2fl"),,'~~ ,:; f" 11 (: /I!~ ,;? /*/1.f ~ I J/o /,[ t,.r ' ff;(' :#' ~p'<J~JU) /t.r - /?Jl-·:>/c, It/~£ llYZ. :i.. ff /,',fJ ~ t/: t!/cfO X y '/2-'Z-- i1.t.17 1t•J e7jttl l1 _l,J:. 2 (,:? !lo ' l"-J., :Jli I~-'! t -< _j_'r ?ftJ . ;t, - DA · l'ACH·N0----,7::;..._ ___ _ ,j,, J! .t /JI~"' /~,£' 9'1''2- -/&,/"' I/rt t 1lltf -z.. -M ~ ...rrir ',(i-·:i.1(J" ~ -)_fP-~ fJ :: J~ 1¥2.. -t, 7 ~ ... 10·-tJ () -:::.. -27 773,. f ft "/J~ • lt, f ;;/, l{ .-. l</-?,1,;, 3 • ..f" Nt/1 ,..; I· . 0:: tP9?~:,,. r1z. ::.-//~o l'lj;,v 191; 0 . --· . ,,·--------·- ---~--~-----------~---------- ROBERTL.FEFFERMAN STIIUCTUIIAL l:NGINIEEII~ .. 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Dll:CIO, C:ALIPOIINIA 0 0- TITL,.__ _________ __;,_ ______ _ ] /1,,t,o JfJ1 JJfl . ]J'l::. --,& ~ 2 ;~s 1;. J-=-I' tJ.~ 11!0 1 4s-O tr~ 1,~ ,{I= fJt f 1 . J/ ~ ff ~ ., '¥i. :ii. I ¥.I/ 0 ' . . /1;:: It./ t/o f ¾'.:;. /gf I) . I) ;e t/vf ,0;: "1. DA,TL-------- ~Aca&NO,-__,i: ____ _ G &_~~,.-· AT'-7~(() ~ (3--0 II -1,.,__,;I I¢ r b v~ :,.,,.~ ~ 'l-1 1z & (J-1-() ,r,. /~ IJ11-J lj ~ ;z. ~ ~r t:M"" ;Y/- //o C:,A?it-11- h--t/ "H 1¥ J_. t:J t!i ~ ·---~--"-------~------·-· ----··-· ··--·- .. l"ILE No,_ ...... f::...J~/....:J:;...;t:;____.._ ROBIERT L. FEFFIERMAN STRUCTURAL ~NGIN.ER SAN• Dl&CIO, CALll'OIINIA DA..._ _______ _ ~AMNO, ___ ~/i...li!:~:.,.._ __ _ 0 TITL, _________________ _ C) o· F j .tJnfn-- tl1tf- ,1, '-f,r;/ Sf/O /4~/4 u-; ~ w., J, !)L ~ /lo L 1..~ ,lo /'?;; # /4; i, J.. /()~.!£~ l--l-- ?$/ p',.'f'f?~ l/7{tJM . .,,r,"f{ 2 -< f/!1 tll 117( /ktll ~ Jit/7_:. 7)/.... ,j /rt:' . r/. /~t-/1. .. . ' 'Ir,// rr~11 ) l .r. f?A!_ .. J.?o. n: ~ Jr.fl~ /J-P L). :~ ''l ,t_ ,_, 0 ~ '-'- .:-- n~1'fu:. ~J'i -. .t./10 - -------------~---··----· ·- • P'ILIE NO, ____ /._'J_/._'.J_& __ _ ROBEIIT·L. FEFFERMAN- ffllUCT-UIIAL ENGINIEEII DAT-=-.--------- I\. 0 . eAN Dl&CIO, CALIP'OIINIA PA.&NO,----~--- TITL,-.·-------------------- .J hC'/A fie,rn .5 /~,I /"/I~,- P1.: P'-I..L. 'I/fl l}/0 ,,1,7,-. ,;i3 i/3Z 7~ Mr> /t~J, ;r' ,;;,7/ t1<P 1i.. :J,j/'t"IJ.,. -;7 ~ ..f',r I? . -,,,,7 ~/~h,? ~./,YAI&-~ f t//~ /;/ ".:JJ;: e~~dQ~K/1 /4,;~~ -~ # .r . Ye ,Y/4aa:I ~ . /~ // . ;; fi;./a, /o ,c J ... 1 (p {I{, . ;:· tt. f I-:;ii. :: r;.1 lf7 ~f.r'~ I l,//'t1~ ;> t9/.J --------. ·--~---~------.. --. P'ILIEN01.......,...:;!......,.f ... /J,._,ihr,r;._ __ ROBERT L. FEFf'ERMAN1 S'TliUCTURAL ENGINEER 8AN DIIEOO, CALIP'OIINIA· C', . . 0 TITL,._. ______________ ..__ _ _.___ A /3 :J, "}., ;/,J /JI II' _p~ 7 J,f" .J;, I", 1t ,v ll J?.J- . . . J7,J ,e~ $~ / ,, :: It., If JC P?i-J,) t t Z-• fJ,l .. DA,TIL..--------- ~AUNO----/-~ ___ _ I\ II' ,7 .f if, I ~--------~--~---------··--·---·---·-·----------.. --. --· • . . ?1/?t. P'ILIE NO--....------J. .......... _ ROBERT· L, FEFf'ERMAN STIIUCTUIIAL ENGINIIEII 8AN· DIIECIO, CALll"OIINIA, DA.__ _______ _ 0 0 PACU:NO,·---~------ TITL;,.__ __________________ _ ? ,. //;t 7 ~ 7:: 6'~ r): ij--d',,,1v 7.r--;. ~tit 7J 1/c~ .e: ,t/1,7.,r ~ /~///'1t /2-': /:J,_(' II' /fJ,7 /?n-= ,1 : G°. : I}~ .? ~r.P4' t J(# it'~ :: I ,1172 If/ ·!!.:!:. -lf ::. .If; ;1,t/ -,ll # 1 !/ --, 11 ,-, L/J · 0 , /¥ ' i.. A"') z,.I :; . ,,11.2-< /;/&' /0 ,. ,tf)f' ,:J, i I) ..,I, f;,, If f?: .. ,JJ•, /F,, f ~ If? [ / .if;$1-, #( -.¥:} . "f~t:,J-[._5:;-.~JJ;:. ¢,.zo 14,'II 11'1~/ I ' / f" .!, ? o/1' -z. ? : 4 J, 1· J,,-;j:· ~ 1 C,/ 1.l':J"<l,f" · /, I ..L "' r, t : rJJ (; ' ' I( /ij .1-.r t • I~ 'l,o --;{ _j, I . J1,T i.. fO - e PIii Y: zzro 11!!J _ 1.n. .,!!f: zz.f,1! /'I,. . ·~~ J'l,., • ' I I . ; 7t1I--l-'f'Z-,1... 7df.:. -Jizf . . . M~ 7?fJK}L( ... llfi!.!lf~ -7t!r '-£ . ,;I/ · J"</7,,.. Pr = I !11:J ... 1¢7/-IJr1-= lv.Jn ,.; \ . y,_;(E:!;:'J/11;;;,~ 41;:. 1~,:,J-" /l, =,.!1-,~v-t)~ 'i~t"' /J't 1-z-· 1/.tt...· ~,, 1/t" I.I' &~, )to,µ --~-"--------'------·--, .--,-·-,·------"---·----··-· . -~----------· ... ,_,.'' . ·- -~-~----------------··--" ___ ._.. ____________ _ • •l'ILENO f] / J& DATs.;._ _______ _ ROBERT L. FEFFERMAN· STIIUCTUIIAL ENGINl:1:11" •AN· DIKCIO, CALIP'OIINIA PAU NO __ _.:;_r)_-__.lt.,__ __ _ C TIT&..-------------------r!Wf/4:kk> , 0 Jlh11~, ~ 91/f J y ( ..t;, ~ //hl:b-t:°r.>t.//4A.,;.. er· t, I'!' 1~,,-8',/:J /'/. 4--.. /,,-t'//.P ;rz . -/r!, " IL~/,.., /d" ,t ,1.-~,, 1/: /I// /.17:Y3//, ~.,. .;;. 'IG -1.n. II & /ill/' 1/K lfJ"TJ v~ 1fnJt r-I 7,1-ro· 17 .. Vt' 1!~=--71,.:;. ?r 't, tii If;;~ /JI,',;.\ .!i.t." ~,,};lf.f & T' l'., 4 . .:, ~t ::t -Y/'?(J I• 7,~w: .,1 1/lllJ Jlit t ~, 1'1/ Z>~ ?/4k~ C,i"ht I,~ ,; r / o~ l,1-~ I/ I , 0 0 0 ROBERT' L. FEFFERMAN IITIIUCTUIIAL ENGINIEER •AN DIKCIO, CALl~OIINIA TITL.,L.·---------------- .JI Jo /oJ(,O -en "-1 1 -"Z- /(). 7 1,.,--0 -c tf/()I ,.,- DA...__ _______ _ -,.,._ 1-.... NO _ _.;...v _____ _ () J(. ( "'Y t. If!! 1)/" ._(PJ_/;;.._ & h~J,,,: ;tif ) . I' ,r.71G.;1 . ~ ?/4/41") : ~ 4. ~ ~.. l{/'/"1 2. 'i --·-----~·-------------······-· -.P'ILI: No, _ __,:/;....;..).;../ J::;.,.:;I,;...__ ROBERT· L. FEFFIERMAN STIIUCTUIIAL ENGINl:1£11 8AN, Dl&CIO, CALll'OIINIA 0 Tl ' 0 0 P,o . ,7,f.i. /l- 11.:: It 5J /"H ;JI 1:' ~ 1 ~ 1 ~:i /4 i ~ ?.Y w/4 l-- ;11tJ . -------..-,--------··---· ----·-------- DA,-ra;.._ _______ _ l'AU NO------::J:.:..__...::;:J..=------ t ,~ . 11tn_ · YvfJi4 . v· /() t;lo /'J ~,i t/;c. a ~ ~ ,. ri e,-;,::-c;/4 la- t',n.' ;,t(/ ~/e,-i, /" ~ ·, P'ILE·No.-i-2~. /;....!~~~~--ROBERT L. FEFFIERMAN STRUCTURAL ENGINl:IEII aAN DIECIO, CALll'OIINIA· DA:TIL-_______ _ 0 0 PACl&NO--...zJ;:.....--l.~---- Tl,..._ ___________ ___; _____ _ C1 I I, ,.1 J1 /-~IJ I lf,;. :-_;1J( 17, ~ /~Ii) t' j,J--';.) /~ t/Je J ·~ l(J~Yi< IP~ "( e:ul w-7 0 if~ /rC/ ;:; Ii,~"/,/' /Pli'1 --:)-I./-<~ 1/Je ti~ J/~ I?~ t'CtJ f 0 /~t6 .fj ~ t .,/() o~/-. 19Jk J-:fr; ~;Ir /:j·:-~ -e ;u _,;-,' ~ ¥!.to/-1""'/I" "'t ~I~, at/ I/ ----· ________ .,___ -u --------.... --.-_,,.. ,.__ _____ _ , ROa&ff. L... l"El"P'ERMAN STRUCTURAL.. l:NGIHl:ICR .... ,Dt.-O. CAUrCMNI'"' 0 ......... __________ _ PAM----------- TIITU~--------------------- . LATmAL ANALYSIS The-following Shear Panel.designations ara used in: this analysis~ Designation-Item --·<i> 1/2"Gyp. Board, unblocked S'd Cooler-nails-@ 7 n· <v t/211 • Gyp. Board,. unblocked S'd Cooler nails @1.t" ~-1/2.11 Gyp •. Board, blocked S'd Cooler·.nails @ u" -~ 5/8.n· Gyp. Board, unblocked 6d Cooler· nails@ 7tt <$>' 5/811· Gyp. Beard, unblocked 6d Cooler-nails. ~,· 1.t." ' -~ S/8" Gyp •. Board,_ blocked 6ci C"ooler nails, ;j. h."' (j) j/8 n· CDI: Plywood ( 2h/O) E.N. Sd Common i 6 11 • F .N·.. Sci Common ~ 1 2 n· ~-· J/8'"' CDX: PljWood ( 24/0) E.N.. 8d Common J Lt n· F-. N. Sci Cc:mmon @ t 2 n· 0 J/Bn· CDX: Plywood (24/0) E.N ., 8d. Canmon @ .3 "' F;N;"8d Canmon _@ 12"· <&. Da.vi~·Wallcer· Pre!urred Stucco Ne.,--r,u<& 1·6 GA .. Staples.@· 6n ----. ' --·----~-------~----------· --· ----. -·--------------------- 0 o· .0 --------· -----... ROBERT L. FEFFERMAN STRUCTURAL ENGINEER SAN,D111:CIO, CAl.ll'OIINIA TITL.------,.------------------ 1~1c.,,.A,1 1/a/1 W1f /JL .2. .. .k{/ ~ /~ ,Ir"-b W" h J./h ~I #/;/'< /I r7j ;;,J.. 30 .,. ,? ;;.70 /JI /0 < t) 0 t,/ tt/f "-.I It t, ///jf. ,,,,,. /Id· DA~------- ftAGll NO----L./_-J:;:./::;....:/~-- -/1. t'. 7rt ~t; 1t. .,,10 ~ }'¥/{ -f~nr/2 J'l.f'IJ=/( ff ce ·;;1· :J.1/'f~I' 0c ~ ... .I/./ t ;:tt v /~,/ /.f/a f7f4" ::-7179,; .. J 11 : .:1.r~-$/ M:»c>·& .lt?h/t:" a-,1 ~ i"~ ::-/o//· ~---~-----__.:__-------'-------------. 'P'ILI: NO·-t ..... ~,_/_3~-·LJ':c;..... __ _ ROBERT L. FEFP'ERMAN STRUCTURAL ENGINEER . 8AN-DISCIO, CALIP'OIINIA DA . ...._ _______ _ PAeSN0-~1--~'-''-'tc::-__ _ 0 TITL.'!'-, _________ __;_ _________ _ !1t?lti I :2. / I,! ,,?.,11,k r ;1f? ";1.rlf 7J= /M'~ '-/,I~ :;t 'I( ?;J':· .I If,. //t,70 . r 5f; ~ = ¢•7 "; 0 c~ ROBIER!J'· L.-Fi!:FP'ERMAN· STRUCTURAL ENGINIEEII• 8AN DISCIO, CALIP'OIINIA Tl.:::::==--------------- S ./e fh,//.1 ,/. ti ;J/ h ?ff/ .l*J lrrA4: /fi {17'-t/):: lttrr; X /f . ;:) / ~/,v DA1•·-------- PACICNO-----cl:....-.=.,:.:~:.::,..) __ _ -M/li?ue = t,7 ,.-/.1< ~o ·: Y~J't 41 "'-' C't7j'.::-J I: 11:~1. r?t!'/' #Je 1}> .f.t ~ ·/J" 7"0 ~ /¥ft: /110 -· .J.2 I -RI 4) /:¥' I!) Jf' ! ~ /_II fJ (/.;~ Lt> ,,1 ~ o,1 }-e(> (i1,11) = ital 1J ,;f): ) '!~a ~~1 h"'dVI/ //rJ /4; 1 I -r' J' (/> S"fl'a - o If,-/ Jky e Q J-,J./~ ·r J'l/1( / ~IJ Jt:. /#""4' · tlJG (};> rr4) fii'w" ,:' /,r/J "'/' ?' It <J; ~i' <!> ·-------------------------·----·----·-·-----------··----·--···-· ----··--... '-P'ILIE'NO . 0 ROBERT L. FEFf'ERMAN STRUCTURAL ENGINIEt:11 8AN· DIIICIO, CALIP'OIINIA, TITL, _________ .__ _____ _ DA,~-------- PAMNO,._· ___ /_,;.•/_~.;,,__--- 8/{J I tirQ/;,J t dlf,v --I FrP! I fhr1/ p~ fJ7i> ·O t~~}t,i/ /~ · Tf lo ;1 t/ 2- 0 -.,,.--------~~--=--------·----~-=·-..... 1 0 0 ROBIEIIT L. FEFF'IERMAN STIIUCTUIIAL ENGINIEIEII 8AN DISGO, CALl,-OIINIA ---·----. DA~__,;;,., ______ _ 1-lJ..., ftAU,NO, __ ....J._:.___j_~--- Tl .__ _______________ _ . ti/~ 0?,;A;t.,e-,, h~~ ::r /fr.r~ fr,4; I I z: // 71 t/ I( 3 :-//;) </CHJ II ft'" t),11/ ;J~ '/4/4 y ::= 14'~ f 3'~"~ : M: 4fi-o, ;-, I-d?d~lo . i/1 te 9J (JQQ"" JfU ~-. /I~ J'l-d . ,r/fo -;. . :;.;I £1/'. :1b J''cox ·_3z.J~ Jv? ,1/Je -t-f I 7 'If ./ . ·'/-) '8'/A~IM E,i'h-,;,', h/1 t/le .;1-' ~ &,./ Jh,;/,,4 --Jfe-4, r-z:j . &' I( y Et( // d C!PJ'4l,,,..._ 0 t ;: / /p r/ ,. 01 /tJ " ',1L1: No, .... -_____ f __ J __ I __ J_t __ ROBERT L., FEFFERMAN ffllUCTUIIAL ENGINIEEII •AN•DISCIO, CALIP'OIINIA TIT.__ _______________ _ /4./4/ ~ / ~,-.. /.t .fc /,,;IC ~0 ]~ Rl-lti .l;/4 Ii // I ,?/ ~:i?: fo >< /1 = 1~ 01 .:16 ~ f ... /tP II O - / fl1 (7j,,. ~-I/ G 1/'t,/ d;,'J lr,o/ J?l P11/4J;tJm l 11/p._ I . J'~l/·o ;t70· - 1377- ¢0-z ;I() 10 t,7 .7,J _,,. l'1 fL__ " .. 900<1 .1'~~ 4/:Jr1I~ DA,TII:..--------- . ·-,LI PAas·NO,----.:....:------ !: qt< 6.27.P/;{= ]IZ.. 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FEFP'ERMAN· STIIUCTUIIAL IENGINi:IEII 8AN, DISCIO, C:ALll'OIINIA DAT&-..------- l'AU NO---="J"""'---- TITL,-· ------.------------ »r1rr 1n1;; I t1~JJ ff,,fl/J Eh ) fr',il/; ~'; 71'1-./£,t .J/: /?l.1£ Jt/'f'~,,,e/ .;J, g e j_~ri, ,$"/ €'/1 t),-~ 1.f> .f/2c-M P: 171.f. 11/~A/I . 71/ l19t,11 / ! : J7 if/ fl H! <i> J~R f/r-r; £~ 11>1/4 p:;. t ,71r1'·' J/· l?tf 1=-Jt/1'/ P ! . ;_l~i~ /,J7 11/ 1 th~ 1~ J?,,, p; .Jiff J, 7 (-'f~:i~~ tio rt-~ 46ti"G JI? tj Yslf¥ 771f;tl ,~ .. tff'3/' tJ~1> ~ "cDx.. 1-z-.Jt rrer .. e-II' ~al er~ ;w.., a t .. 0 0 0 ROBERT L. Fl!FFERMAN, STIIUCTUIIAL ENGINIEIEII SAN; DlliCIO; CALll"OIINIA TITL ·. ::::------------,---- ::LvJlry /J?llrk// j?;;. 7?Jf DA,TL-------- PAeKN0, __ _;_;_1__:J./:.__ __ _ }I,.// f =' .n' J' 4'/' 171-f 4'~lt/t,r,1 .;(/Jtf'* ~117" 1Jl &..,/-;,; ~ /J7; ( I(; =-~e/k JI /l;e, ;; 4~,:; f ~71' ,.{~ f?4~/JJ{J tJ.u~ ~1 ;"o/cf;-rfa,, lt~/io f" k ;17 ,ti ' . 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'"'"" . ...,_ . ........,.~=-- I •· • • ! i DATE: .P -~'6-~4- MO. DAY YEAR STRUCTURAL CALCULATIONS FOR PRE~ST PRESTRESSED MEM,BERS tt>lil~t£D f~AR 2b 1984 Spancrete Job # &* 3_30 r Total Pages ec, V S-35 " ,, . 'O r ':'¥> z r " r t .... .., I I ~, I ·-· it: I " I I I A R o, CALIPOINIA 13131 LOS ANG!lES STl!IET IIWINDAL!, CALlfOINIA 91706 TIL!PHON! 12131 962-1751 ' ' CD.l't IA'I 3-Z7-8'4-INf_J_o, • -4 S-3S -· ..... -.. ~--~.-. ---~·--",•·---· --... -·-----~---........... _ . .,.,,._, ___ .... ·--- C) I .S 1/2-, I la(,,{ '17c) N 1-E /VG, T ff ; , o. 4-L = tJ, ft. zo) ~ ~ ' · P=-;4-oo--tF + 1010.&:P/t ~ ~060 #"/, -<g>, Car J.s bad ~ !\ { . 7' ~ I i 2,;0' e -. 1&41"'1 • V-:; o@ JI.~ 7' ~ . SPAN CRETE OP CAl.lfOINIA 13131 LOS ANGELES STll!l!T IRWINDAL!, CALIFORNIA 91706 Tl!Ll!PHON! l213l 962-1751 CARLSBAD A. S. SPANCRETE NO. I SUPERIMPOSED LIVE LOAD SUPERIMPOSED DEAD LOAD DES I GN ~;Pl~I\I FIRE COVEF: DEPTH OF SPANCRETE TOPPING THICKNESS l!JOF:KING FCJF:CE r7 • I 12-()5-1 S:'8~5 11: :30: 08 A= 205 lbs/sq ft. A4= 0 lbs/sq ft. E:== 25 II 2!:i feet C= 2 :i nd'H?.S D= 10 inches. r.:::= 2.5 inches 11 M=131. 10 kips /t?, 1/6 'cp. z._7c,/<. F~c TOPPING= 4000 psi F"C SPANCRETE= 4000 psi **OUTPUT DATAI* (BASED ON UNIFORM LOADING> SPANCRETE + TOPPINSP LOAD PER FOOT SPANCRETE + TOPPING, MOMENT SPANCRETE + TOPPING, ULTIMATE MOMENT, SUPERIMPOSED LOAD, LIVE SUPERIMPOSED LOAD, DEAD SUPERIMPOSED LOAD MO'MENT SUPERIMPOSED LOAD ULTIMATE MOMENT TOTAL ULTIMATE MOMENT l·-JORK I NG FORCE ECCENTRICITY STRESS IN TOPPING STRESS IN TOP OF SLA~ STRESS IN BOTTOM OF SLAB, ULT I MIHE FOF<CE DEPTH OF STRP,ND !I ULTIMATE ALLOWABLE MOMENT REACTION @SUPPORt SHEP11;: ;j)H / 2 \/ ( Ct;J) ;j) H/ 2 SHEAR@ 1/4 POINT V CCI) @ 1/4 POINT o.f'-= cJ.4"' ~,;.z.s-~ 10.1 • ,~o~,rr/, -t-~"J15'"'"-:. ,io~P->F 10' - G= H= I= J= .Jl3= K= L= L2= M2= N= O= P= (]= F:= T= Z= Z 1::: vJ1= W2= 04= P2= 354.20 :33g., 7.4. '-1· ~? -~· n 2:3: j_ {""'),.T -s•-r w\':),.:;,u . .:;, . .:;, lbs/-Ft i nch·-ki ps inch-kips 11::H,;/ft 0.00 lt,s./-Ft 653.50 inch-kips 1110.95 in~h-kips 1585.18 inch-kips 1:;;;1. 10 kips 2u 6'7 i nc:hes 6Lf.5u 2~; pr:;:i 8.33. 83 psi -224 .. 41 p·:Si z:~:o. 74 kips l.0 .. 26 inches 1828.61 inch-kips 21258. 0 1 b·:S l 13. 13 psi ~263 .. 5:-5 psi ~59 u C_?9 psi 107.52 psi --~-'--.. ~~~~-...: .. ;.,,,.,a1,#,_.:.... .. --..t,,..~"*'"'--~~--""'-~-...... ---.._......, ..... ~-~·...::.,-~-.-~-----~-----.i.:-....... --,__--.. ..--_..._~,,~----------'------ ' ,; 0 CARLSBAD APTS :!. 2 .. _ 0 ~:i ···· :i. '~.? E :::. SPANCRETE NO •. ~ ;j) 1700 Ibs/ft LINE LOAD SUPERIMPOSED LIVE LOAD SUPERIMPOSED DEAD LOAD DEf3 I GN SP?-~N FI F~E COVER DEPTH OF SPANCRETE TOPPING THICKNESS l1Jo1::;:i< J i'.iG FOF;:cE A= 310 Jbs/sq tt. A4= 0 lbsisq ft. B= 24.63 f~et [::::: ::;~ :i nt:::i"·re!S J.):::: :i. (l '.I. i"I Ch -::~-s~. ... ,, . .,, •. ,: .. • .... ! .,. ' .... , Is=!:::, ;/ v z. 7 0 "•1·":!· ..... ,._, ,::· .; l'j/"''" .-,... ''cP IL ti,::: t :s ::· • ::::: ::,:. ,., .i. p ,=-, i ,,. 1 8 - F'C TOPPING= 4000 psi F'C SPANCRETE= 4000 p~i ttOUTPUT DATA** <BASED ON UNIFORM LOADING; SPANCRETE +TOPPING.LOAD PER Foo·r '.-:lPPd\lCRETE + TOPP I rm !I MOME:NT SPP1NCF:ETE + TDF'P I NG, ULT I MP1'i"E MDi'iENT !' SUPERIMPOSED LOAD, LIVE SUPERIMPOSED LOAD, DEAD SUPERIMPOtED LOAD MOMENT SUPERIMPOSED LOAD LLTIMATE MOMENT TOTAL ULTIMATE MOMENT i1.JCJF:1< I NG FOF:CE ECCE!',!TH IC I TV STRESS IN TOPPING 1:3TF~E~m IN T'C)P OF' SLAB STRESS IN BOTTOM OF SLAB, UU .. I Mf'.Yf'E 1::·oRCE DEPTH DF E1THt:iND, ULTIMATE ALLOWABLE MOMENT REACTION @SUPPORT 'v1 ( Cl.i.l) ;j) H / '.? SHEAR@ 1/4 POINT V (Cil @ 1/4 POINT (3::: H=== I== ~,:;;54. 20 J. b !:::./ft 322.31 inch-kips 451.23 inch-kips J= 1033.33 lbs1+t JS= 0.00 lbs/ft K= 940.29 inch-kips I --l~'iS)f:l. 4'-;) :i n,::h--kip!:S L2= 2049.72 inch-kips M2= 157.32 kios C1= i.:;1:;::: C? .tl ~=j ,. ::::; l1 p :; :i. C:) :::: -~~; (i ::::: It :i. ~;:': p =:-i F::::: ::~:7 b .. 8b k :i. ps. l= 10.26 1ncn~s Z=== Zl::::: ~1J 1::::: I•.!'.?::::: 2128.43 inch-kips ~~.(:i 1 ,;-,c;. 6 1 b ,,:. l if. ~:;:• 11 ·7 ~::: p S: i :? -.7 2. " '.;) C.1 p :;::. :i. 7· Cj u ;:;_·_; ~-? p f:::. :i_ J. () •••;--,I ::,i ~;;;: r:• ~M::, :1. CARLSBAD APTS SPANCF:ETE NO .. ..3:, @ EDGE 1800 lbs/ft LINE LOAD ~ f2.edvt.Ce".l --\-e \\""1~*! J SUPER I MPm::E:O LI \iE LOP1D SUPERIMPOSED u~~u LOAD DES I (:iN SPP1N FI f<'.E CDVER DEPTH OF SPANCRETE TOPPING THICKNESS t,,JDRK I NC3 FORCE ti :cs .;.j. Ci 7 1 b!~;./S:,q ft: 11 C== '..2 J):::: .1. J, •• 1 i r·1 c i'"1 r::.,':::. r::: == 4 :i. n i:: hf=;:; ..,, d:, '1 I ~~ '1··,1 ::: 'L L, "'J '"', ··.:, i,:' ]. , ... , ·::. / _ 1/.,, -\----z._ -,) a-\,., I 11 \ ... ,i-. . . J·•• •·-{0..--'~ C7 F"C TOPPING= 4006 psi F'C SPANCRETE= 4000 psi **OUTPUT DATA** <BASED ON UNIFORM LOADING) SPANCRETE + TOPPING, LOAD PER FOOT SPANCRETE + TOPPING, MOMENT ElP1~1I\ICRETE + TOPP I NG !I ULT I MP1 TE tiOMEi'··-iT !I SUPERIMPOSED LOAD, LIVE SUPERIMPOSED LOAD, DEAD SUPERIMPOSED LOAD MOMENT SUPERIMPOSED LOAD ULTIMATE MOMENT TOTAL ULTIMATE MOMENT l.>-iOl--:;:K I NG FORCE ECCENTFICITY STRESS IN TOPPING STRESS , I 1· .. 1 TOP OF SL.;B STREBS IN BOTTOM OF SLAB, UL.TI MP1TE FDFCE DEPTH DF ::lTRP1NI), ULTIMATE ALLOWABLE MOMENT REACTION @SUPPORT SHEr~f;.: ::vH/2 \l ( Cl,1.J ) ;:i) H / 2 SHEAR@ 1/4 POINT V (Cl> @ 1/4 POINT G= 416.72 lbs/ft H= 379.20 inch-kips I= 530.88 inch-kips ~J = :t. ~::.~=.7.i6 .. l:,? :i. I)~~-/ ·ft ,JEJ==:: (i:r ()(i 1 i:is; .. l-ft 1<=0 1:;,;:::~;4. !51 j_ n c 11 ··-kip~~ L= 2098.66 inch-kips L2= 2629.54 inch-kips M2= 167.52 kips N= 2.67 inches i]::: p::::: [)::: 1::;::o 'T -· I ·-- Z 1 :::: hl 1 cc: [.,.J'..:::,.:: [!c;.:::: P'.2:::: r•. ,-~ ~• .... ,, .-1 .,:: ,,. ·'+ .. ,::5 ., !· f,: l r=· s; l J." '?b :i nc:rH,.;':::', :,~ 6 ::~; :t " ·7 :·::: i n c: I 1 -.. k :i. 1::; ~=- :3; i;::, :l (=}~5 11 1 l t:i !::; :I. t:i C:i 11 {:~ f3 1:::r ~=-i. :~ :_:=,i .C:j. " .lj. :7~ p ~E:-1 f3::_;J n (_j() p ':=-J. 1(i"711 ~-:.:~z i;:i is:i ' --~~...:.._...:..~~x..,~.~--~--.u,,;;;.---.-...,--~.._._,_ .. ~_.........------,-...j.-,__._ __ ~--------=·----. __ __, ~----.._ .... ____ , _________ _..__, -~--' CARLSBAD APTS A.S. SPANCRETE ND. 4 **INPUT DATA** SUPERIMPOSED LIVE LOAD SUPERIMPOSED DEAD LOAD DESIGN SPAN FIRE C0VEF! (..'.:i= 234 {44= 0 B= 20 C= 2 D= 8 o:.s-2s-1 984 lbs/sq ft.. lbs/sq ft .. feet :inches inches :inches (>8: (>5: 5~{ DEPTH OF SPANCRET~ TOPPING THICKNESS WORKING FORCE T3= M=104. 88 kips~ ... 'J/ t'cf-zp (C..... ,.... t::'" .s::. •.... s F"C TOPPING= 4000 psi F"C SPANCRETE= 4000 psi **OUTPUT DAT;i»::t: <BASED ON UNIFORM LOADING) SPANCRETE + TOPPING, LOAD PER FOOT SPANCRETE + TOPPING, MOMENT SPANCRETE + TOPPING, ULTIMATE MOMENT, SUPERIMPOSED LOAD, LIVE SUPE~IMPOSED LOAD, DEAD SUPERIMPOSED LOAD MOMENT SUPERIMPOSED LOAD ULTIMATE MOMENT TOTAL ULTIMATE MOMENT WORKING FORCE ECCENTRICITY STRESS IN TOPPING STRESS IN TOP OF SLAB STRESS IN BOTTOM OF SLAB, ULTIMATE FORCE DEPTH OF STRAND, ULTIMATE ALLOWABLE MOMENT REACTION @SUPPORT SHEAR ;:i)H/2 V ( Cl1J ) ;J) H / 2 SHEAR@ 1/4 POINT V (CI) @ 1/4 POINT G= H= I= J= J8= I<= L= L2= M2= N= O= P= O= R= T= Z== Z1= l>Jl= l>J2= G!-4= P2= 32>:). ,':)5 192. :3c_t 26'-?. :-.:;;5 780.00 0.00 468.00 795.60 1064. 95 104.88 1.74 655.65 8~25. 93 -3(>5. (f2: 184.59 8.26 :1.178. 86 1B104. 1 1:3:9 *' 23 263a58 ·74 .. 35 1(>711 52 lbs/ft inch-kip:- inch-kips lbs/ft lbs/ft i nch-ki P=· :inch-kips inch-kips kips inches psi psi p!:.-i kips inc:hes i nch-ki P=· lbs p~:-i psi psi psi 7 --~-____ .,.,,. ____ ..,..,...._. ___________ ---.. -----~-----.. -~----..----~ -...... ··---·---·--·---·---~· ~, --~ ---· '~ - .. S-35 ir! b ~ : e ~ I vJ t;;.. · ( tf-o f'!, f=t 2 tJ p~ / ~ 2 6 ~ /. ~~ ~ /' · P= ff, J /:-+ff. >f'1 -z<;;_;j = '='3-55" K . .,../, /70()y?.6/z._:. 2.'Z ., It:. -I Z..3 • ~8' I -.;::.. - ') • _,-J (2 SPAN CRETE OP CALIPOltHIA 13131 LOS ANGELES STREET IIIWINDALE, CALIFORNIA 91706 TELEPHONE 12131 962-8751 I 2, I eo• I cu.,, ( w-n /z-or-.. ?.J SNT. ? o, ~--··-.-..~ ........ ,......_......__ ---~--~-.. ..__ _____ ......,._ __ ~ __ ..,,.... ___ ----'-··----< 1 ,, • • --~~--------·---------~--·~--......... ~. -----~-. - • I S-35 w, 17. l-.. 7£z_:,t:/1 + ,,,,./, ::: g53,5*/1 zc:::i o x_i ySF z.o WP.'-: I I t91")1 II X 101 - 963 · ) ::£,,, ,qMli'• fw' - IA) P. ,_ :: T~ g_ 400~1, e-Q L,e_. 1 . ':#-,t t .c,, = I a,o~fl '/?':. () @~ : g.q; '~ , sf'-# :, H~.: lb~S8 ~·'?/. ::: 71 ~38' . .. z_ f l ~, t / 7 I -= / jg'(!)c:tr/1 · ~ /¥tjt~I, Mt ·· }3kD~ PePT »-NO ~ ; -3oS:: f ... IY A.~ · ( DWN. ., SPANCRETE OP CALll'OltNIA 13131 LOS ANGELES STREET lltWINDALE, CALIFORNIA 91706 TELEPHONE 12131 962-8751 ::-- ' . \. " - ,, ,_. -~ ...... ,.........=., r ~:;·-•· .·_,..··--__.__.._:tsJ . .,..,_, ..,.~.,_.,.___ ... ._ .. ,--..... ~ - \Jt\,\ ~V'M R.o~ \ . .,-.. I ' ) W L-· ~,. ( 4-e1s ~ lo') + / 1 ~ o -'Fl/'+-720 x t;.', I "-I T 27' ~ -/Sot,,:rt!, UJ /). L; (t I f5F-x IC)') f-7 p,. ..,+/,.,.. es:,o~':x t -== . r 6'3. s :tr/1 · - S-35 + 5PANCRETE Of CALlfOltNIA 13131 LOS ANGELES STREET IIWINDALE, CALIFORNIA 91706 TELEPHONE 12131 962-8751 l T 21 -r. k) ~ Pr '-OAD o,-.J ~ sec77ot,J, -~ p c.,_n ~¼·Si 191'/ 1-+ o.b4o \C.\ 11X fl_ -I :103 K l~A· ~ fat-A 51c.. J z.---t 4-' L t S-35 r ( ' l I I 4; /.70:: /G 7 X 4-~ S.<\-s;" E'"'O LB,ft-0-: -S-,4f">< '6/t'#-~ CJ. ;oq !C/1. ?i"' Lofr.D o N CoM Po, I I S-cCT/C/v ! F/2of-l-=r ~t.-/4 · 3 I "3 + o. q b4-) .X .i.J.1 ~ IO. 9g: t: ~ A \ ;t:ipc... s -:r ,J?I., "l---ZO' PL. e-: I ·1~f/, X 1.1!.. -. I b ·~3 /:; )..., l:2.s :"I·./)_ l--: ff). '-~ t· ~1 I< I/:. o @r ~ I 6 'c- /A tM.P-<-e,_.Jq A' IG -t:J,OZ.l-Jt' /t/ 1,... ~ 35. 4,-Z. I-;--I::.' !?S;:t:.D. L:: 3S·4-Z..X c;? / e:;f -.. 0,70&/::./1 · e . .5 :r: . L.<,.. , /2-,L,~ ~ ~-<;'o/C- v~ o @ ~ -; I ', e-. f--1 ~ ,. ~ 5"g-x I~_ z_,oz. ;< I(!) -o .Q ?X rf· /,2., ~ )8. 8? J-K · .'ct:?, s. t' L -~ :. r;g. 8'/f .X $ I z;!--= /. / 7 7!=-/1 . . »a NO 8 3 -'3oS-, .... 1Y A · $ · . I DWN. IY ----~ ... -· ------·------.... .--. ------~ --~ ·-··----·----· -··· SPAN CRETE 01' CALIPOIHIA 13131 LOS ANGELES STREET IRWINDALE, CALIFORNIA 91706 TELEPHONE 12131 962·87.51 I CICD. IY I OATI 12 -or:.f 3 wr.i.Lo, t UNIFOF(M LOP,D UNIFCJRl"I L.CJ1'.:.)[l UNIFORM LOAD UNIFORM LOAD CClNC .. LD{1,D= CCll'·-.IC. LOAD==: CONC. LO{.-\D:::: CCll'-.IC. LDP1D= CARLSBAD APTS C 03-28-1984 A.8. LOAD I N(3 ON BEAM ·-(),. 46::::: !</FT~. LF=1 ... o . (){:)3 l</FT ~ LF=1 ::: 0. (>2~2 !</FT~ LF:::::1 ·-,·, .,_r • Of:10 K/FT:, L.F=:L 1 .. 70 , ... f•,, ::~ 16 .• 000 FT. 10. B~i I< ;j) 16 .. 000 FT. ·t t_ s:~; 1-··· ;j) 16. 000 FT. .I.Wu ··-,-., ~ II 02 ~:·· ;j) i:. Wu 000 FT. . 40, . 40. H 40:, . 70:, FF:OM FROM FROM FFWM E= E=: F= E= LEFT LEFT LEFT LEFT 0.00 INCHES 0,. 00 T t··-.!CHES 0. 00 I l,._~CI-!ES 0.00 INCHES END~ LF::.-= l • 40 :• END:, LF=1. 40. END, LF=--=l. 70~ END:• L..F= 1. 70 :, E:::: 9. 50 IN E=--= (:,:•. 50 I I\! E:::: 9.50 IN F= 9 .. '..:iO I I'-.! SPAN LENGTH -. 20 FT 6 1/2 IN. STRAND 3 .. 25 IN. FROM BOTTOM 22 IN, SHEAR DEPTH X 18 IN .. SHEAR WIDTH CLOSED STIRRUP DIMENSIONS ARE 15 IN. X 19 IN. DIST X CODE .. C'/2 2. Ol:l :'.I. 10 :1.2 14 16 :1.9.08 •-. .) 1,J l..,J J.J" ., !! ¥ T T l ,·~ ..::. j '? 12 12 12 12 12 12 ·12 8.5 .. ()5 -,.()5 .. 05 .05 -()5 • O~:i .05 .05 .. ()5 . 15 ' -~~\~~~--.... -........--. .....------~--~ .. ~~ ... ~-... --........... _____ ---------·----. -. ---·-----·-----·-----·--- ,,--. ~ .I n, ~ \I) ~ t "' ~- ~ ~ ~ ' r,., t7 () z: i + \j. ~ rr, "°'\ ~ ~ C- S-35 I\ \_,/ f) !I t) ~ 'v m 1-:) J> ~ ~ :j z:· "'J Q £\ "' .. =} {)I -( :J: ,, ~ .s:. o:> \\ _o \' r r-.,. ,, -~ -~ (,) . "' "'> .,... VI .,., lS:) \" ~- ~- f--· . 7> ~ I'-~ .,...__ .ft\ q & 0 ~ -.._ ~ " ,. -0 ~ i' .::,. z: 0 ~ 0 .,, { ... "' . ..,, ~ ~ ~ ~ ...... " ~ -~ ~ ll1 V'i -~ ~ l) ~ ~ ~- ~ ~ ~ v,. Ii "' " ' ~ 't. n / . t:,()I_ 0 ~ N tr Q I "'C '.::!-I I ";_c ~ ·. 7 . I,~ . ~~~.-tr_ ~*~ -~ ~ \ X ·c---l v I [ ~ ,pcC:_ l I * G. f-#4- I A R OP CAI.IPOINIA 13131 LOS AHGl!Ll!S STll!l!T IIWIHDALI, CAl.lfOINIA 91706 Tl!Ll!PHONI! 1213\ 962-8751 i it I (P ~ I. -l ,- I' ~ I '::. . ,. !_\_~·:r, '..s, -~~ '~-~< ~ ;,:) ~ '-"It l ::p ~ ii ,- '\:) t ~ ,- ~ s it N -(J) -.1 ' -() 7 f : n " .lJ \J CARLSBAD APTS GIRDER NO. 1 (@BLDG# 1) r.,. S. ff.::o-2f:J-1 l;l84 ~t<*II\IPUT DP1TP1:{<::< Tf.1 I Bu 1,,'J I 1) .. rl· .. l ·- SPAN LENGTH ··· BEP,M L~E I GHT -- S/ C t-,JEH3HT -- C>9: C>:2 :: :zt::i TOPPING WEIGHT= SDL=C@ O.OOLBS./SQ.FT) SLL=(@ O.OOLBS./SQ.FT) 26 FEET 20 FEET 0 .. 404 KIPS/FT :!..950 l<IPS/FT 0 .. 813 KIPS/FT 0 .. 000~:::/FT 2 .. 4781</FT P/C WIDTH= 24 .. 0 INCHES P/C DEPTH= 19.5 INCHES SYSTEM DEPTH= 24.00 INCHES NOT'cH ;:j) TOP OF BEP,M IS 8. 0 DEEP ){ 5. O v.JI DE BEAM IS NOTCH~D ON 2 SIDE DESIGN THlCKNESS OF TOPPING -2.50 INCHES DESIGN WIDTH OF TOPPING= 56.0 INCHES Section TvpE• 2 t,.:-#4-o. 40 SQ •.. IN REI NF. IN TPG. ;j) 22 .. 00 FF::OM BOTT t~f7 0. 88 SC!.. I l'· .. I RE I NF. IN BM TOP -::i) 1 7 •. 50 1==-F:OM BOTT 8 1/2 IN 270K STR@ 3 .. 25 IN FROM BOTT < 2 INCH MIN. COVER, 3 INCH AVG. FIRE COVER> I • • F"C TPG -4000 WT .. -150 LBS/CU FT F"C BEAM -5000 WT. = 150 LBS/CU FT **OUTPUT DATA (based on uniform loading>** l.11....T l1JEIGHT :::: ULT REACT I ON ··· BEP,M l''IOMEI\IT -· N/C MOMENT COMP MOMENT ···· ULT.. MOMENT ··• ULT. MOMENT FURN .. = STF:ESS IN TPG. = STRESS~ BM TOP= STRESS, BM BOTT= /,y b_ I~ X b w.vJ·'F. -:P::4-><--EJ 3~ ~~.~-) ft;rEtZ\:>.C 'rl" f-X n e 18,,.t:1-C-- 8. 647!:::IPS/FOOT 86. 4663~5 I< I PS 243 TI\H<IPS 1 :, 65'3 IN·-l<IPS 1, t~.:37 I N···K I PS !S, 188 Il+··KIPS 5, 7-=? :t 1 !'-.l--·1,:: 1 r=·s 0.510 l<SI 1. 516 !<SI ·-(>. <':)63 }<SI CARLSBAD APTS GIRDER NO. 1 <@BLDG# 1) SECTION P/C CDNC ONLY P/C FOF: P/E; P/C FOF;: l'· . .J./C M COMP FCII::;: COMP M P./1~:i PE/S M BM/S M N/C /S M COMP /S SUM C>9: C>2 ~ 2:3 AREP1 :388. 00 4-05 .. 80 56 t. i7 ~2. TOP 0.481 ··-0. 958 ()., 226 1. 456 o.:::::io 1. 5l6 -~ ) P()GE 2 INEr-n·rr::1 11 !" 212 n "l2 :t 1 , !:j}' 6. 2:~3 :t 2, 27 .t~. ti 8~$ .BOTTOM 0 .. 481 o. n·1 -·(). 182 --1. 177 --()" 555 -() n 6t.,3 ULT r-,·1 F~:EO F'' C REO ·-5, 188 :::: 3369 TPG ULT M FURN= 5,791 STF-i'.ESS = 0.510 STRESS IN TOPPING REINF = 6.372 KSI STRESS IN REINF IN TOP OF P/C = 18.266 KSI YB l :~:,1 5(>5 RELEASE STRESS, TOP= -.301 BOTTOM= 1.201 E;UM 13/C · !3UM TPCi BUM S. D .. L. E;UM L... L.. F"CI REQ = 2001 TOP REINF REQ = n_on Cl .. 1 r:n ·-(),. ()~!,5 o. :1.6:1. :I .• 797 1. S:37 () II 3~:5:~; :-;;~ ti (}.:!f-5 -0.064. 2.126 Ct. :;;~c~<;; .;...(),. 13:3 0 .. 155 .. -o. 056 0.100 0.000 0.100 1.417 1 .. 417 2.138 0.402 --0. 07.!f, --0. 189 o. 1 ~~:s .. --() .. ()"7Cj· O.ObO 0 .. 000 0 .. 060 .. ... ()"2()8 )_?; -~--..-1...,,. ¥ : ~-;,,.;.,,.,a., ~Ml'-~·------4-,.-.-~· _....., _____ z _.-.,,. ____ ,.,.._...--~-.. .,.-_,. .. _ · · -_ _,_,,.._. _ __,,. ~·-·--· ..,., __ ., _., _,,_ .. ______ ·---~----· --~-,, cr-:,F;:LSB(.m AJ:=·TS BEP,M NO. .1 SHEAR ANALYSIS BY EQ. 11-10 Pi.S. 03-·28-1 984 o·:;i: 09: 27 03-28-1984 09109:27 SHEf~R ~·JI DTH :::: 18 INCHES SHE1::w.;: DEPTH :::: 1 C?. 50 INCHES SPAN= 20.000 FEET ULT. LOAD= 12.429 K/F PRESTRESS = 8 1/2 IN. STRAND@ 3.25 IN. FROM BOT. F"C -5000@ 28 DAYS F~c = 5000@ 28 ~AYS ( S= 12 I I'· .. !. ) X(FTl VNCkipsl VC(kips) VS(kips> H/2 0.81 134.343 84.490 2.08 115.7~1 103.414 .05 1.00 131.601 103.414 .10 2.00 116.979 103.414 .15 3.00 102.356 88.522 .20 4.00 97_7j4 64-397 .25 5.00 73.112 49.378 .30 6.00 58.489 41.366 .35 7.00 43.867 41.366 .40 8.00 29.245 41.366 .45 9.00 14.622 41.366 .50 lb.OD 0.000 41.366 12.34b 28. :t87' 2:~:. -;~.~;~; 17.124 2.501 .. -12. 121 -'26. 74:3 ····41 ::::.66 ()"61,l'J. o. 1!52 0. ::::;47 0.167 0. 170 ().. 211 0.04B 0 .. 048 0.000 0.000 .. ()n '"/2() C),. :z:zt=J () .. 52() () U 2!:i() (),,255 0.431 0 •. 4.:-.5B 0.:::::16 {)" ()/~3 0. 07::~; () .. ()()() 0.000 ·-·--.)...i;--...... _~.,.,....:....:..,,.,.,-.,:·,1....i.;.~~ .......... ·..r....-~-~~---...... -_ ........... ~ .............. _.,,_, .. ,.. .,--...... ·---... "":..~.:.--~-·------___ ..., __ ..... ---......... -.. l • CARLSBAD APTS GIRDER NO. A ~ 9L-ot;z gt;,'/- {~" S. 12 .. -()5 .. -1 983 TRIB. ~\IIDTH = SPAN LEN(3TH = BEP1M l.-'JE I GHT == S/C l1JEIGHT -· TOPPING WEIGHT= 14:46:20 1 10 FEET 17 FEET 0.313 KIPS/FT 0.640 KIPS/FT 0. 31:::;; KIPS/FT SDL==(@ O.OOLBS./SQ.FT> 0.964K/FT SLL= (@ · 0. OOLBS. /SQ. FT) :I.. 980K/FT P/C WIDTH== 24.0 INCHES P/C DEPTH= 14.0 INCHES SYSTEM DEPTH= 18.50 INCHES NOTCH@ TOP OF.BEAM IS 6.0 DEEP X 6.0 WIDE BEAM IS NOTCHED ON 1 SIDE DESIGN THICKNESS OF TOPPING== 2.50 INCHES DESIGN WIDTH OF TOPPING== 39.0 INCHES Sec:ti Cln Type 2 7.4"4-o. 40 SQ .. IN RE INF. IN TPG. ;j) 16. 50 FROM BOTT l.:f+0 O. 88 SQ. IN RE INF. IN BM TOP ;j) 12. 00 FROM BOTT -+ ~ "f'" 'o 'j-. IP ' (!? G... t='rzc+"' f.30"TT . t:7t-€t..J D 6 1/2 IN 270K STR@ 3.2~ IN FROM BOTT ( 2 INCH MIN. COVER, 3 INCH A'v'G. FIHE CO\JER ) F"C TPG == 4000 WT. -150 LBS/CU FT F"C BEAM -5000 WT. == 150 LBS/CU FT **OUTPUT DATA (based on uniform loading>** ULT WEIGHT= 6.487KIPS/FOOT ULT REACTION= 55.14205 KIPS BEAM MOMENT= N/C MOMENT COMP MOMENT -· UL. T. t·10MEt-rr = ULT. MOMENT FUF:N. = STF:.ESS IN TPG.:::: STRESS, BM TOP:::: STRESS, BM BOTT - b'lb-/CKb w,w,F, 1:;;;5 IN-KIPS 41:3 IN-~=::IPS 1 9 276 IN-l<IF'S 2,812 IN-l<IPS J;, l 18 IN-KIPS 0.803 KSI 0.943 f:::SI -0.455 KSI tJ= f-f-{3 1 se-riP 4 <7. CJ c/ ei2 b ~o. c... tllr €NC> · * f·X n (2 fg''"o.C--· f'N.P tz@µ F-: 4-'11 r-X ']J_ b "()JI J J f"' /i . ('\ I 2 CO'"' p$_' ,-ci -:: ~ _,, "" _______ .., ____________ ..,_• -------------·----... ~·-· -~- > -·-·i~-~~~~~........-.... ..:...-.,.;;..;.1:_~--....--..,,......_,...~ . ..-.,;-·~-; ......... ~-~<r....i.,,~j::;;..--· _...:._ ___ __ '. . --- 0 CARLSBAD APTS GIRDER NO. A C? t3l.J:>9-344- A.S. 12-05-1983 14:46:22 SECTION AF:EA P/C CONC ONLY 300.00 P/C FOR P/S 304.15 P/C FOR N/C M 316.11 COMP .FOR COMP M 441.16 TOP P/A 0.465 PAGE 2 INERTIA 4,734.88 4,874.2!;> 5,114.27 14,329.32 BOTTOM 0.465 PEJS -0.721 0.647 M BM/S 0.205 -0.184 M N/C /S 0.593 -0.538 M COMP /8 0.402 -0.845 SUM 0.943 -0.455 ULT M REQ = 2,812 ULT M FURN= 3,118 F,C REQ = 2097 TPG STRESS= 0.803 YB 6. 52() 6.621 9 •. -:'.J.87 STRESS IN TOPPING REINF = 9.448 KSI STRESS IN REINF IN TOP OF P/C = 9.464 RELEASE STRESS, TOP= -.07S BOTTOM= F,CI REG-1 = 1740 TOP REINF REQ "- KSI 1.044 0.00 FROM BEf!:WI SUM S/C SUM TPG SUM F'/8 f.::.D.L. SUM L.L. SL)M 0.157 1.797 o.2S1 -0.034 1.837 -0.062 (). 123 0.220 -0.055 · o. 165 -0.027 o. 138 -0.029 0.108 2.041 r~ .,::. . 121 1. 304 1. 304 1. 850 (). :3;2() -0.071 0.248 -0.072 o. 177 -·O. 035 o. 142 -0.055 0.087 -0.061 0.027 -~.,_,;~~~~~~~-.....r~-~~-'Ui...~~~~-u ..,._._ ..11~~ ..... -.. _,<t,,,.;;.... ~ ............. -:. --.. ~ -1<--~..,, -· ---.-·-----· -~ ' ' 0 (.) 03-28-1984 A.8. UNIFORM LOAD -0.313 K/FT, LF=l.40? E= 0.00 INCHES UI\I I FDRM L0(.:1D -·- UN I F!JF,M L.ClAD -- UN I FORM LDP1D --· UN I For..:;:M L .. O{,)D ·- Ul\l I FUl?l"I LOr-ro -·- CClr!C. L.CJAD:::: (),. :::::13 K./FT:. l</1:::-t·:, ~:::./FT:• 0.110 !</FT~ 1 .. 402 l</FT. 0.400 l</FT. LF==: 1 • .<J.o :• LF::.0 1 .. 40:. Ll~7 s= 1 • 40? LF::::: :t • 1.1.0 ?- LF=: l. 70 .. LF:::::i. ·:o, E:::: E::::: 1~1 u 5() 14.000 FT. FROM LEFT END? I l\!CJ .. IE[:3 INCHES INCHES INCHEEi Il'.!CHES L.F=l.70. SPAN LENGTH -17 .FT 6 1/2 IN. STRAND 3.25 IN. FROM BOTTOM 14 IN~ SHEAR DEPTH X 18 IN. SHEAR WIDTH CLOSED StIRRUP DIMENSIONS ARE 11 IN. X 15 IN. DIST :X CODE • !::iE: T' '.'2. OB T --=!' ··-' c:• :LO 1:1. 12 1 ~.';, 14 :t 6. 42 T T T '-.,) \/ \/ I I .. ,, t..l T T T T T (:) .. !5 , c::' c:, u ,_l 6.5 10. !:.i 1.0.5 10 .. 5 10. 5 1(L, 5 :to .. ~5 I J:::' o,, ,..J ·' i=· c:, " ~-s ·' c::' CJ• ~J ··-1., ... i 0 .. 42 .. ,:'.j. .06 .06 .06 • 06 .06 '} ()6 JI l,l.2 .. 49 .94 LON El. f:lT. (-'iHEA 2 .. 25 1. 44 1. ·=l3 1 .. 25 .86 "6~? 'l .. 12 I •-:r _.• J ••• ..:,o ., •H;:-r-, i. u i c:i 2 .. 61 Jl ... -~-J....,;,._;;,.:.~~~· . -----------·--·--·-----------------------· ~--·---------· .. - 0 CAR~SBAD APTS GIRDER NO. B P1. S. 12-05-·198~:5 **INP.UT DP1TA** 15~18:18 PAGE 1 TRIB. WIDTH:::: SPAN LENGTH ::: BEP1M i\!E I GHT :::: S/C ~\!EIGHT :::: TOPPING WEIGHT - SDL=<@ O.OOLBS./SQ.FT> SLL=(@ O.OOLBS./SQ.FT> 1.0 FEET 27 FEET 0.450 KIPS/FT 0.640 l<IPt::/FT 0.313 KIPS/FT 0. 1;164K/FT 2.020K/FT P/C l-<fIDTH :::: 24 .. 0 INCHES P/C DEPTH = 19.5 INCHES SYSTEM DEPTH= 24.00 INCHES NOTCH@ TOP OF BEAM IS 6.0 DEEP X 6.0 WIDE BEAM IS NOTCHED ON l SIDE DESIGN THICKNESS OF TOPPING= 2.50 INCHES• DESIGN WJDTH OF TOPPING:::: 39.0 INCHES Section Type 2 2,1/'-J...O. LJ:O SG!. IN F:EHJF. IN TPG. ;j) 22-. 00 FROM BOTT ~-tr7 1.20 S!J. IN 1::;;EINF. IN BM TOP ;:i) 17 .. 50 FROM BOTT Z+-9 )(.. /~ 1 C? /t>" F!UJJA Bo?T M i=tv_r::, 11 1/2 IN 270K STR@ 3.25 IN FROM BOTT < 2 INCH MIN. COVER, 3 INCH AVG. FIRE COVER> F'C TPG = 4000 wt. -150 LeS/CU FT F'C BEAM :::: 5000 WT. :::: 150 LBS/CU FT **OUTPUT DATA (based on uniform loading>** ULT WEIGHT= 6.748KIPS/FOOT ULT REACTION:::: 91.0953 KIPS BEAM MOMENT= 492 IN-KIPS N/C MOMENT :::: COMP MOMENT:::: ULT. MOMENT:::: ULT. MOMENT FURN.= STRESS IN TPG.= STRESS, BM TOP= STRESS, BM BOTT - bx b-/OX'{, fJJ, W, p. -:ft t/-X C!Jtfscrse f ~. c) I{" ob 'cJ.c e7t-oJ D -:p;:: 1--x n· a 1f't,( (1,c... _ _ 1,042 3, 26~::S ~· -·-,,:, / , • .::, / ",1 7,560 IN-KIPS IN-KIPS IN-KIPS IN-KIPS 1.267 KSI 1. 295 KSI -o. 615 ~,::sr &?JP ~e1J./F, 4-*~X 3~6M w/1/~"'~ . ,...,.,...__ -··---------.. ~ ... .,, _____________ ----~------------------.-----... ---.. --·---------------~ --------. -·--. . . -~~-~~-.;,,....:.~c..,.-I • ......,..._. ____ .i.=.,.._ • ..,__~--------~--.. ...-----~-.,.-~----·--~--_.__._,.__ •• ___. ___ ,.. __ • ' 0 CARLSBAD APTS GIRDER NO. B i (? £3l.f.:kt 344 A.S. 12-05-1983 15:18;20 SECT I ON AREA P/C CONC ONLY 432.00 P/C FOR P/S 437.23 P/C FOR N/C M 456.35 COMP tOR COMP M 581.41 P/A PE/S M BM/S M N/C /S M CDl"IP /13 TOP --1. :;;:o 1 o. :374 0.740 0.788 Q Pif-lGE 2 INERTIA 12, 9.ll-L!-. 81 14, ::::;01 n 53 ~~o, 668. 60 BOTTOM () .. 592 :L.104 --0. :344 -0.681 -1.287 SUM 1.295 -0.615 ULT M REQ -7,379 ULT M FURN= 7,560 F"C REQ = 2877 TPG STRESS= 1.267 STRESS iN TOPPING REINF ~15.945 KSI STRESS IN REINF IN TOP OF P/C = 15.348 KSI 9., ::;;l4.() 1 :2,, ()';>~; RELEASE STRESS, TOP= -.297 ~OTTOM = 1.530 FROM PIS BEf-,M SUM S/C SUM TPC:-1 SUM S. D .. L.. SUM L..L SUM F'Cl REQ = 2550 TOP REINF REQ = 0.00 0.478 1.797 0.858 2.110 1.007 -0.112 1.837 -0.206 2.201 -0.247 0.365 0.652 -o. :125 0.527 -0.061 0.466 -·O. 088 1. 5:34 1. 534 2.145 0.760 -0.191 0.569 -0.094 0.475 -0.188 0.287 -0.289 -0 .. 002 ,.., -. . . . ·--_,._,. ........ _.,,,_...._,.-,,.,..._.__.. ...,;.,,.._,-<...i, --·--• -_..., ___ -------------.... ~ ... ...------~~----,.._~--__ ., ______ ...._ ___________ ----~-------··--· ----·· - ~ . # I UNI FDF?M L..0?-)D - 0 Cf-,F:LBB(.~D P1PTB B 03-28-1984 A.S. LCJi:·rn I NG ON BE1~l'l 0.450 K/FT~ 0.640 K/FT:, l<IFT? 0 .. 9,'.:,4 l<IFT~ LF=l.40, LF:::1.40? I._F::: :l • 40, LF=:l .• 40, E=-.: () u ()() E:::::: (;,>" !::iC> E:::::: 9., !~C> E= <::"; .. ~;Cl INCHE~3 INCHES .[NCHES INCHES !\ } .... , __ .,,, UNIFCJFWI Lrn:m -- UN.I FiJF{M l_(JP10 -- LJt\l I r-=·c1F\fYI Lor::.D = UN I Fm~:M LCl1~m CCJl'.IC.. LC)(.:1D==: ---1 • 80:2 2 • <;:-·'l I< ;j) K/FT, LF=l.70. E= 9.50 INCHES 13.500 FT. FROM LEFT END, LF=:J. .. 70~ r--9.50 IN SPAN LENGTH -27 FT 11 1/2 IN. STRAND 3.25 IN .. FROM Bo·rTOM 19.5 IN~ SHEAR DEPTH X 18 IN .. SHEAR WIDTH CLOSED STIRRUP DIMENSIONS ARE 15 IN. X 16.5 IN. DIST X CCJDE • Bl T 2.08 T 4 T <::-,_, :l.O 12 14 16 1B 20 '.Z6 .. 19 T I ··r I !J -.; '·.} '-.) I.I .,, T T T T T SF'ACI~-.IG 7 .. 875 7. 87'.5 :7 ... 875 iy u Er7~.:i 7.875 j '7 12 :J.2 12 1,-, . .,::. '"1 (:"'l .. 71:::-/ II W,· J 7. El75 -"7 ,.... .. 71: / 11 0,1 .._; ST I F:l::;:UP AF:Ef..'.l .94 .1H c::·, v(J .. .,_Ji:;' 1" .. 64 .66 .44 • 1 • 1 • 1 • 1 "1 .. (:) ;~ u 52 .56 • ~.?4 LOl\!/3. En'.. AHE/'.~ 3. 0 j .-, ,,-,r::- .,::. .... ::. -..~l 2. 18 :t. 95 :t. 27 1 ., •7 • 0 / 2.11 2. :25 3.01 . 6- 0 , ,_ ...... 0 CARLSBAO APTS BIRDER NO. C ?-) • S. 12-05--1 98~5 :t. t INPUT DAT{-):l< * TRIB. L\JIDTH = SPr:.;N LENGTH -- BEP1M V·JE I GHT = S/C ll-JEIGHT = 15: 32: (>:L TOPPING WEIGHT= SDL=<@ O.OOLBS./SQ.FT) SLL=<@ O.OOLBS./SQ.FT) ,r'\ · ___ ) .,. txs P{~GE 1 ,r bi~A \t< 2 FEET 20 FEET ,,. 0. 463 KIPS/FTf\ 1 0.109 KIPS/FT ~1~- 0 .. 06:::!: KIPS/FT \ 0. 7081</FT 1 .. 177K/FT P/C WIDTH= 24.0 INCHES P/C DEPTH= 22.0 INCHES SYSTErl DEPTH= 2&.50 INCHES NOTtH@ TOP OF' BEAM IS 14.0 DEEP X 6.0 WIDE BEAM IS NOTCHED ON 1 SIDE DESIGN THICKNESS OF TOPPING= 2.50 INCHES DESIGN WIDTH OF TOPPING=: 24.0 INCHES !3ecti on Type 2 2 ::ft-4--0. 40 SQ. IN RE I NF. IN TPG.. ;j) 24. 00 FROM BOTT z_,.-fr-b O .. 88 SQ. IN RE I f\W. IN BM TOP ;j) 20. 00 FROM BOTT 6 1/2 IN 270K STR@ 3.2$ IN FROM BOTT ( 2 INCH MlN. COVER, 3 INCH AVG. FIRE COVER) ' F"C TPG . = 4000 WT. = 150 LBS/CU FT F"C BEAM = 5000 WT. = 150 LBS/CU FT **OUTPUT DATA (based on uniform loading>** ULT t,,JEIGHT = ULT l~EACT I ON = BEAM MOMENT -· N/C MOMENT '" COMP MOMENT -· ULT. MOMENT ·-· ULT: MOMENT FURN.= $TRESS IN TPG.= ST~ESS, BM TOP= STRESS, BM BOTT - b16:...l6'x6 U.tJ.F. # tr X C!J ,pcrf;J S' (). G '~ c.,.rt A tr-~ n @ {<t't;L. t'NO.,, :::::. 880KIPS/FOOT :::::s. 804 KIPS 278 IN-·KIPS l03 IN-KIPS 1,131 IN-~=::IPS :2,328 Il\1-KIPS .t.J., 729 IN-KIPS 0. 448 ~,::s I C>.226 ~:::SI 0~250 KSI i-\ .. ,.._...."r<"'"-r'~""""~------.--......,,,,.-~-------.--' v-·-~-~~ ------#---------~---.. --------·---·--·-•-"• ···-···------···--· _.,. ______ ,__ . ........._ __ ·~ -~ ~ -------~ ----. --· ----·-·------------------·--·-----------··. ---- ~I 0 CARLSBAD APTS GIRDER NO. C ($) /i3/... i:::x_:; 3 q 4- SECTION F'/C CONC ONLY P/C FOF: P/S A .. S. 12--05-· 1983 P/C FOF;: N/C M COMP FOF: COMP M F'/A PE/S M BM/S M N/C /S M COMP /S SUM :I. 5,: 32: ()4, ARE?:; 444.00 448.15 460.11 5~51.62 TOP {). 315 --0. 624 0.172 0.061 o. :::::02 0.226 INERTIA 18~325 .. 73 lB,756.76 19,612.59 34, 79::::;., 5:2 BOTTOM (),, 315 (L. 559 -·O. 15~.::: -0.055 --0. 413 (). 25() ULT M REQ -2,328 ULT M FURN= 4,729 F"C REQ -503 TPG STRESS= 0.448 STRESS IN TOPPING REINF = 5.547 KSI STRESS IN REINF rN TOP OF P/C = 3.488 KSI \'B 10.243 10 .. 36B 10 .. 400 12. 71.l?·' RELEASE STRESS~ TOP= -.169 BOTTOM= 0.809 Fl::;:bM P/S .E-:E,0iM $UM S/C SUM TPG SUM !3. D. L. SUM L... L. SUM F"CI R~Q = 1349 TOP REINF REQ = 0.00 o. 11 s> -0.025 0. 094, 1.797 i.837 0.214 2.184 -0.045 2.288 0.168 -0. 005 . 1 . 4 79 0.164 -0. 00:3 ·1. 479 0.161 -0.017 0.144 1. 850 0.260 -0.057 0. 20:3 -0.007 0 .. 196 -0.004 () .. 192 -(). ()32 0.161 -0.028 --'----·-------------·--·------- t,1 r, ~ -~ k'.:_;< I --~ © No. of nails indicated are per one plate, one side, single truss. Q=T/~lt '-'., Lu.A1"6r:=£ .. Ue40c , ~'ie"1/E ~Z-,(4 r/Cl,/ °/-/EM-Fla. "2Y4 43,~.-,'-leM-,Cl,lZ. (2 ')( 4-II P, -:z o,::--L-, 2 x-4 A/CJ. I OF-L (/J.//.20-4-xq MA~-~~ Tt?P 0'0.€0 ~ C,llC~ 8;e!...;3..,I gqL.q" 4~ !.~it l 44-'-q;I' 38!.te," I -40!..oJ/ . ·-· . '.·: 6YM I A~our . . .. t· ~Xt::eP7'" . . I .. ,,. -. ,.1 -~ .c~_.ri . :r.'1-"• I -•4,,,,,1" I I r=7'~~ 1tc." \-~),.X, I ,/!~OX .,, L/:"' . =7 ')v:-.t\-" rO ',-, O>-t'><r . t,tl¼X ~A . . I ~ · OcT'e" ) .cer"F" /QF7-0/\tt'.L} /OPT/1)4./AL. 'P1::/~ (;yq.s,,et4=) 4aee~ ·.4tP.eox 4 -21/7 ~-ox . L/!? I ,;z/ II 3/6 ~(2 !_ ll/:2.11 NAX. ~''"'"'"~, . . ~''~\\Of ESSIOq-fi'',, ~~ .,.....~viiiii;··-. ~ \ .:<.o/ .-~ ~ "<"'\ ~ ~ ::~ •• o._, ,.,,,.._-;t.~ :~/«;; o~'""~ ~<:.:I 'Q:) ::z, ,,,,. ;c..;, :o NO 9849 ,..,: ::o:: ;o: :a: ~-"'1 :: ~ . • I/• p O ./·· :: ~ \· .-· /-. . .. . ,. : .,. ., , , \. . .. ~ ·· .... , .. -c,·v, -·· ~ .:-~ .,,,. ·-... -.\.'\, ~ ,, '-1;-, ····-----f:l~""';::-~'<t,, '!' OF CAL\~'"' ............ . . 11•11,,,Y'''""'\:1'\: . ~ -'Z"f /"2.-I.- LA=T-"'A" ,:1!1' ., . I' ' 44~~ .... , 44!...gr1 _J f.UC·••l,,"AAJl<l•U SrtCUIUTI""': 010-_a:_u., ... u '->'tO-Llllef,C•U lee: lClO leuarct, ........ --u,.,.;.u ••,•" :ae. 111t ........ ~ ... ~, w1: ... u"III hU41"1 c..,. .. •t•. i.e., ,, .. a.Sn•h ....... , that ... u ., need• "'"' A44 ..... f t.:~ti .. ~• ,u .... , .. -,.,l')GII ... ,,11• htc111Ctll • 1),000 pal ,l.Phtet _.,., Ii!,!" ttw ,.,«tau, .. C.t11--,.ll trMe ..-~•. ~ DUlQ: SU.CJFlC.AUC"r.1S: Thh 4ul1• l• l• accer4•11ce vlttl: I II "'th .. 0."1111 s, .. clllcauo111 FH Lla"-1. H•ul fl•n (1'1MUU4. 40v,N ,, ....... ·• trt. 1'10. ' Spaced 24 o.c. 0':"'1tt•n•l Oul,111 ~r•:lfliaclon!. For \tun r.u.1, lu•'"•r .tr.•I lu h•ttt1h••·•·.~fPA0 1'1"'·· LUMBER SPECIFICATIONS 1.0AOl!IC.: t•r Clwt.& Top Chord:. u. • /6,, ,., DI. • /0 ,., u • ------ 5TO 'j{/){/~ ?k?/½ . PP7Z744-1-9 9/4</ ~/,bp De,1)(//MJ -'-.St;~ Srt7 t°F7., _ ~ LL/Me.e,e _, : ,A~(..e.-_ ALJIJJI~ · lett-CMN T•t•l Le,14' Dt. • /0 faf n • :5(-,,, WESTERN LUMBER CO. C(/~ _u, 1. V IMlcatu wU:U1 el plate. a. h•eceU plate• Sa p•tn, ... .,. ... c1i ••-'• ef J•t,.,. AU.OWAJIU 0s1,us lJ'C'RUSt: <" J. C..C-•t• JhC•• ,,.....u1caU1 " J•t•t, Hcepl. O.nU911 •C l.N4 t...-•,r • :1-. t ....... 1 .. r ,..u, .. , .. 4-•-... Webs: 2;,c3 .:,~ ~Y.d-No, i5 lle'ftf-F/2 .aa. ,..,,. • ;;£ z AUTOMATIID auu . ..a•H• COM~•NTa. INC:. • .._ ,. ••ulla, -2 ..,,, ,:NZ ""Y.. .J _.~II s r,e.L.. u,.u,1n """' vc1... • Z 'l ,. All ,., ....... u M u,_, Uutac ... Jlpo4 . · • )( ~ :c. ..r.. _..,. ,.,, 1 -' ...r-(""41111 •• ,,, T-GANG-... ....,· """':"" 'U • Cl••nos. CAI.If • ·-• \QNOOII flnilr ta pt.ce 4wl'& .. ~,.-... ~ .. •C pl.at... \!_ .... ______________________________ ,_._ ___ ..,. ~ TRUSS Zvttt<:N.• JOMAN•~ • Mu.aoua,iitt • AUCn.NIO-:-, _ j _:,.... _,, . ) S,,.--.--·1R!' .,, ..... J . ~ -~--' \ -\,J Botto~ Chord: .s(,'./ ~L"~ I NBll\/£18L \,III li8Llt rN 414·J;14l 1De4Wt:,, NO. 4JVll/4;;J/Pt? /Or~ I :;~:::~~.. ~~..-,~ . ----} .,.,. ,:: ', -7, , ~ ~.,rr \ , ·.I:.r 1· i,;, ~ . ,~' . '\. ~ .. ;' ' ... ------------------------------------------------------------------------.... [ ~H" qNatJ-?X!?-/ © 1 No. of nails indicated- are per one plate, one side, singlt·truss. :pq11.;r,1 C,1,/at). a K~,q \ (4!S}' 1{!21) I II'-- {~I) ~, -~ !2'' C4MeEE f 7l'.?/J4..47Z,,t./ AQJAc.eNT ~~ L-( '2L/~-/,-7'l MAX, f!!r.."K." 4'/./(2l)_ 6 )(~,/ MAX, LeN'qT,L-/ ( L) r.AMC•hAtL MAl!)WAll;E s;EclFICATt0NS: Ql10-.2Jl_Lb1/ .. ll GNMJ•. ·Lb•ll'•U s.,: lf,10 hut.arch C~l."!c=Lh'NaU ' lt•porr :,fr,, I HQ 'ianurauund: lly Aut..,ted luUdtn1 Cociponl'nt~. Jnt' •• DESlGt. SP!.Clfl(.AllOt.S: This dnfKn n in ac.cord,1n,r~ v1th: ''The, Ordan Sp~cffJC•tions For l.J5hl :i~t•I Fl•tl' Conn-rt'I0:0 ·..-uod Truu~-. • rl'I, M7('1. "1'atfon•~!_!~~~-~ _t_~!~~_r_;~M _ Fu~ !-5_!'e_•~ ,._,_.,,l_e _""11111 ~r ~~~1 __ 1 ts r.HunfllF ... ~rr,., 1'JfC·. 'T'tr· ......... _ ......... I l1L6,''~MA-lc' 14 AP,t::'IIZOY: 2~L;K MAX ~''''''""'•• .:-'''vROFESS/o ''!ttt .$' ~~ __ .,_____ Jfl-,( ,,, :l',__<J-,,-:\•;_._VIREj;;._ ~-\ -,, , <._;,-.• ""i;> i -=~ .. ,~ , ..... ""1, ... ~."" ..,,.\-:;t.-, ='-Ci ,'Q::J , o, r••~ :""' i~ NO. 9849 ~: ~! ~ ::: :: ~~c.:,, = ~ ~ \ ~>-._C VI':/.'~ "-~~~~~ ··----~~ Of CAUf0 -~,~3 -----------:---__ __ t:J~ 6'77.;), ~~$-= 44~311 Spaced 24" o.c. ··i fl::OfO a•h>aallt4 uad that 11uu or •,.cud, Afrt-At.4f.-'17 l..'!Uutt Stunt:th • 41,000 pd LUMBER SPECIFICATIONS Top Chord: LOADU/1'.,' 101 Lhord 5TL/8 z:E'J;:1/L ,R£"WW'11~-% MA-X, LeNCiT>I a,:: 67a r~ .c. 44t..3n LL • /(,,p.C ,L-,,/ -~ ::2~ J-.-I~, ' oL • n,,., __.,..,r.s ON.!!' ~D ______ , -,:.,-,;;,, ; Bott.or, Chord LL • -~-----7'i -J,OI _ 1 .l"'VA!! ;</OTE~, DcT,4-1£.S JL:..L<l..e!L -,.,..., · e 5 P~cs, ..vor~J,(/H. _r .... ,, •• , r, • ~'" WESTERN LUMBER-CO c"~ 1. I/ l~lutH wHth or •••••. Bot tom Chord, ~ , '/ , $Ni. Ud4 Str .. &th • Jl,000 pd P1•t•• w•t bear ttt. reghteud C•n1w~All tnd~ l'larl<. 2. ln1uU-pl11t .. la pdn, on, on Heh dd• of jofnl 4 'S 0£4./,(,l?,<./C;' ..,.. ______________ -! • -~ _. -i @; ,J. Loe.at• flatn ·~•trlcally on Jotnt. nc•pt 41<,/ve/4QOQ .a.qo\lAILL 'snt.ss 1NCRUSf.: no.Au~.,,.,., .-.1.r, I •• ,. J or y ,c,•ttloat .. dtNnafona an-Webs. --''-----------Uvrat Ion nl l.t>ad LU!Obl'r .. :z.r t 1------~WLMJIICU....lil~.L..Jjia.l.U .. -.J:;u....!~1:i.li.ll.l.-~ ~w"' "'"· , •ttow. ,. •ecatta. ---· ·1a1i,. -~?LTt AUTOM · 1 ; , ~ ,. All J•bta .... u ff Ua>it fUtbl& •ftd Jtq-.! Repl'littve flet1bn ~-du• •-::i£."l. ATIID aUt&.DWII COl111PDNIINTII. INC.. 1 . ftmly ta ,tac• 4Hl"I ,uad111 o[' pl•tH; (bendtna only) THE GA""-M'.:1,NAN..1 , MUIMI •t.A • c1•1t1f01. CA4,11 • f<HIOMTO • LONDON· ~~~ f ~ c ', \ , TRUSS"" IUIIMCH • JC)MAN .. IIUIIO • M1t.10U111N1 • MICIUNO 1 ' i . I ./~·~:, ' ;¼1,-4; ~1: .. : ., r I -~ -./ ... -----,,__,... . . --· . -! N ~ t1 . el "' '·"'1 <):) ~ .. q;:i -~ 4 -.... ~~ -I -~ :r--... >~ -.. .... B -= -J +.: ~ -a i..lfl. 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"' ___________ ,..__ __ ...,.. __ ..,_......,.., ... , __ _ r ·-11-----------+,--,-.-------+-------·+--' ... ~ .J I ... ' I ______________________ ... _..,.,.. ----------~ ... ·------+----If-- -r-"-~--..-------------+----1- ------------.----------·---f-----1-----------~(Q' __ __ ... _1.,,._k ____ __, _____ .,-":£---,...:~~. II I, .. -~ '· ::rl -' 0 ...n ~<"'{-· _, 0 ~ • -~ri.' •• ' BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS © TRUSS PLATE INSTITUTE, INC., 1976 INTRODUCTION In recognition of the inherent S1fety of • properly brletd roof system, tho apparent lack of knowledge of how, whln, and where to inrtall adequate bracing, and in the interest of public safety, the Truss Plate Institute, Inc .• in consultation with iu Component Manuf1eturttr1 Council membership,. has undertaken the preparation of these recom- mendations. Substantial concentr1ted study and d11ibtrativ1 review by tho TPI Technical Advisory Committee (comp<ising a membtl'1hip of tho chief structural engineers of member plate manufacturing compenfts, repre- •ntlltives of the academic c'ommunity, and independent consulti!'II engineers) have bHn devoted to this effort. Consultation with the TPI Component Manufacturers Council has resulted in bringing practical field handling and erection problems into , sharper focus. Inclusion of tht tentative recommendations for on-site handling and erection procedures is one direct result of the consultations. It is planned to study further and enlarge upon thne tentative recommendations. While the recommendations for bracing contained herein are technically sound, it is not intended that thay be considered the only method for bracing • roof system. Neither should thtN racom"*1da· tlons be interpreted as superior to or a standerd thtt would necesurily bt p<eferrtd In litu of an architect's or engineer's desifn for bracing for 1 particular roof system. Thew recommondations for bracing wood m,_ ori,ilnate from the CC!llectivo experience of leading ttchnlcal per10nntl in the wood truss industry, but must, due to tho Nture of rtsp0nslbilitlts involved, be """'°'ed only 11 1 guide for the use of a qualified building designer, builder, or erection contractor. Thus. the Truss Plate lnstltut1 expressly disclaims any responsibility for da._ arising from tho use, applice- tion, or reliance on the recommendations and information containtd herein by building designers or by erection contractors. Fiture 1(1) I I II II " ,, //. I I · Fi1Urw 1(bl I I I II r-----9-dlil'II Con,p,•110nwebl:1 bllCM"eandahtr buckJll'lf, ~ Continuous latwll br..:,,. 1N1ntain1 ,pec,111. but PMmln lattrllf buckh111 of Ml Wlb ffltmbln •t th1111TJ11,ma ~----a.,1"tlor1n, .... It is recommended that diagonal bracing (minimum 2-inch thick nominal lumber) be installed at approximately a 45 degree angle to tht! lateral brace, Diagonal bracing should be anact,ed to the opposite sidtt of the same member requiring lateral bracing, '\ This bracing may be continuous or intermittent at the buikling designer's option; however, it is recommended that intermittent spacing not exceed 20 feet, or twice the horizontal run of the diagonal bracing. 4 The ground braces should be located directly in line with all rows of top chord continuous lateral bracing. Otherwise, the top chord-of the first truss can bend sideways and allow the trusses to shift. This shift, however slight, puu a tremendous strain on all connections of the bracing system, i.e., the weight of the tru,ses would then be added to any wind force or construction load such as bundles of plywood or roof shingles tending to tip the trusses over. All nailing of bracing should be done so that if tho tru,ses should tend to buckle or tip, the nails will be loaded laterally, not in withdrawal. It is not recommended to nail scabs to the end of the building tQ brace the first trun. Thesri scabs can break off or pull out, thus allowing 1 total collap,e. As trusses are set in place, the builder or erection contractor must apply sufficient temporary bracing to hold the trusses plumb, in alignment and in a safe condition until the permanent bracing, decking, end/or sheathing can be installed. Temporary bracing should be not less than 2x4 dimension lumber and ShOuld be at long as practical for handling. The use of short spacer pieces of lumber between adjacent trusses is not ncomm#nded, unlm used temporarily 1n preparation for immediate installation of longer continuous brat:ing (8-feet minimum length). Temporary bracing lumber should be nailed with two double hNded 16d nails at every intersection with the braced member. Pr•assembly of groups of trusses, on the ground, into structurally braced units which are then lifted into place as assemblies is an acceptable alternate to the one-at-a-time method. Exact spacing b-n tru .... should be maintained IS bracing is installed to avoid the hazardous practice of removing bracing to adjust spacing as sheathing Is applied. This act of "adjusting spacing" can Clute trUIIIS to topple if • key connection is removed at the wrong timt. Tru• bi::acing must be applied to thrH planes of reference in the roof system to insure stability: 1. Top chord (sheathing) plane, 2. web member piane or vertical plane perpendicular to trusses, and 3. bottom chord (ceiling) plane. 1. Top Chord Plano. Most important to the builder or erection contractor is bracing in the plane of the top chord. Truss top chords are susceptible to lateral buckling before they are braoed or sholthtd. It is ~ ------------ However carefully wood trusses are designed and fabricated 111 this is at stake in the final erection and bracing of a roof or floor sylt,m. It ~ ~t this cr~tlcal stage. of construction that many of the really s,gnif1cant design assumptions are either fulfilled or ,gnored. If ignored, the consequences may result in a collapse of the structure. which at best it a substantial loss of time and materials, and Yt'hich at worst could mult in a loss of life. The Truss Plate lnttitut• "Design Specifications for Light Metal Plate Connected Wood Trusses" are recommended for the design of individual wood trusties as structural components only. Lateral bracing, as may be required by design to reduce buckling length of individual truss members, is a part of the wood truss design and is the only bracing that will be specified on the truss design ' ~rawings. Lateral bracing is to be supplied in the size specified and 1ns_talled at the location specified on the truss design drawings by the builder or erection contractor. The building designe, or inspector must ascertain that the specified lateral bracing is properly installed and that this bracing is sufficiently anchored or restrained by diagonal bracing to prevent its movement. Sf)Kial design requirements, such as wind bracing, portal bracing. seismic bracing, diaphragms, shear walls, or other load transfer elements and their connections to the wood trusses must be considered 111P9rately by the building desig°'r. He shall determine size, location, and method of connections for diagonal bracing as needed to resist thn1 forces. Diagonal or cross bracing is recommended in the plane formed by the top chords, in the plane formed by the bottom chord, and perpendicular to the truss web members, as needed for the overall stability of the entire structure. Truss bracing and connection details should be shown on the building designer's framing plan as part of the design drawings. Bracing materials are not usually furnished as part of tho wood truSI package, and should be provided by tho builder or arection contractor. Tho bull<fer or eraction contr.actor is rftf)Onsible for p<-wood tru• handling end for proper ternporery bracing. He must -,re that the wood tru ... ere not structurally d1moged during erection and thtt they .,.. maintained in alignment before, during, and after installation. Temporary or lf"tction bracing may follow, t>ut not necesurily be limited to, the building designer's framing plan. It i1 recommended that trtction bracing be applied as e,ch tru• is placed in position, Flture 1(c) Figure 1(d) z .,-----••thing r--++---4~--.~{bylN,ilcfi"' dft"""'l1ntolOlldlffld Mail-m1r•1n1111w.i bf'Klf'II, ther1i,yp,ewnt1tlf Mb~kllng, ,-----Shuthll'lf .....I+---o,.n1lbtacen11llldto Of)l)CK1te 11de ol Wllb Prev.nn 11tll1'1I movem..,, 1nd 1houkt be r9J)faled at approxtm11e1y 20fM11n1trval1, STAGE TWO: D,urlng Truss Erection the b1.1ilder ot erection contractor must take adequate precautions to assure that the wood trusses are not structurally damaged. Proper rigging, including the use of spreader bars and multiple pick-up points, 'Where required, is necessary to prevent damage during handling; tentative recommendations are presented in the Appendix hereto. It is most important to brace the first truss at the end of the building securely. All other trusses are tied to the first truss, thus the recommended that continuous lateral bracing be installed within 6 inches of the ridge line or center line and at approximately 8 feet to 10 feet intervals between the ridge fine of sloped trusses or center line of flat trusses and the eaves. For double member trusses this spacing between laterals may be increased to 12 feet to 14 feet. Diagonals, located between the lateral bracing and set at approximately 45 degree angles, torm the triangles required for stability in the plane-of the top chord. NOTE: Long SPciOS or neavy loads may require clo~r spacing between lateral bracing and closer intervals between diagonals. Figure 3{a) illustrates temporary bracing in the plane of the top chord for gable trusses, If possible, the continuous lateral bracing for the top chord should be placed on the underside of the top chord so that it will not have to be removed as the plyWOOd decking is applied. The trusses are then held securely even during the decking process. It is equally important for the builder or erection contractor to install bracing in the plane of the top chord for flat roof or floor trusses. The use of a similar bracing pattern is recommended for all flat trusses. Particular dttention is directed to or.icing at the end of flat trusses as shown in Figure 3(b). 2. Wtb Membttr Plane. It is also necessary to install temporary bracing in the plane of the web members. This bracing is usutllY The dnign of wood trus:ses in ,ccordance with TPI design aitaria aaomn: 1. Truss memben are initi11lly nra,ght uniform in a-on NCtion and uniform in design properties. • • ' 2. Trusses are plane structural components, i~alled vertically, breced to prevent lateral-mcvemant, and parallel to each other at the design spacing. ' 3. Trua members are pmntd at jointt for determination of axial forces only. ~ 4. There tS continuity of chord members at joints for determina- tion of moment strn:ses. 5. Compreaion members are laterally restrained it specific k)ca- tions or intervals. 6. Superimpolld died or live loads act vertiaolly, wind loads ore applied normal to the plane of the top cho,d, and conantrattd lotds are applied at·a point. 7, In addit_io~ to the_ lateral bracing specified by the tru55detignar, the bu1ld1ng designer will specify sufficient bracing at right angles to the plane of the truSI to hold evory truss member in the position auumed for it in design. 8. The ~uilding ~es,gner (not t~e truss datignerJ will spocify sufficient bracing and connecttons to withstand later•I k>lding of the entire structure. The theory of bracing it to apply sufficient support at right ar,gJt. to tho plane of th1 truss to hold every tru,. member in the position nsumed for it in design. This theory must be applied at thrN stag11. STAGE ONE: During Building Design and Tru• Design individual b'Un mem_btrs are checked for buckling, and lateral bracing is opocifled • r9q1ured for each tru• member. The building dellgnar must spocify how thit lateral bracing fs to be anchored or r11t11ined to prawnt lateral movement ~Id all truss members. so-braced, tlnd iq buckle together IS shown ,n Figure 1 (b). This may be accomplished by: 1. Anchorage to solid end walls (Figure-1 (cl). 2. Oi>go""I bracing in the plane of web members (Figure 1 (d)I. 3. Other means as detarmined by tho building designar. Flturw 2(1) FifUre2(b) L.aQt•ll'OUnd ti,.,. f« Int tru• dlfecll't '" lint Mth 9/1 tOM Qf toP CNWd '°"tll'M.HWI l•lefal brKlnf ftitMJ 1wn,:ionwv o, pemi,-,•111. bracing system depends to a great extent on how well the first trut1 Is braced, One satisfactory method is for the first truss top chord to be braced to a stake driven into the grou~d and securely anchored. The ground brace itself should be supported as shown in figure 2 or it is apt to buckle. Additional ground braces, in the opposite direction, inside the building are also ret:ommended. Lip 111.,al bracu• O¥ef' 1tlN1t1wotrl,ltlfl. installed at the same locations specified on the architectural plan for permanent bracing, and may become part of the permar.ent bracing. It is recommended that diagona1 bracing be added at each web member requiring continuous lateral bracing. If none is specified, it is recommended that it be placed at no greater than 16 feet intervals along the tru5$ length for roof trusses and 8 feet intervals for floor tru11es. It is not generally necessary for diagonal bracing to run continu- ously for the full ,length of the building but it is recommended that the spacing between sets of diagonal bracing not exceed 20 feet, or twice the horizontal run of the diagonal bracing. Rows of 2x6 strong-backs may also be used to brace floor trusses where diagonal bracing i1 impractical. Figure 4(a} illustrates diagonal bracing in the p1ane of> the web members; Figure 4(b) illustrates the lateral movement thot may occur if lateral bracing"is used without diagonal bracing. 3. Bottom Chonl Plane. In order to hold proper spacing on the bottom chord. temporary bracing ii recammonded in the plant of the bottom chord. Continuous lateral bracing II no graatar than B feet to 10 fHt on centers along the truss length is recommended full length of the building, nailed to tho top of the bottom chord. Diagonal bracing Adctldd1-,0NI lncal'lf ,n 11M pl.w of the wit, mem~,, pr...,.nulattral """"""'"'· Spece 12 fNt lo 18 lttl0'10tllff ac:ron bu1ldu·11 for roots, Spice 8 INI on ttnltr acronbu11d1"9 for 1100,1, Con!inUOlll llltfl) bf1C11"1gm11n111n1 ip1emg,bu1ptrn11t1 ttulMS to move 111.,,0.,. between laterals placed at approximately 45 degrees is recommended for stability of the bottom chord. Diagonal bracing in the plane of the bottom chord is generally not required throughout the length of the building, but it is recommended that it be located at least at 11ch end of the building. In most cases, temporary bracing in the plane of thl bottom chord is installed at the locations specified on the architectural plan for permanent bracing, and 1s, therefore, left in place 1s permanent bracing, Figure 5 illustrates bracing in ti1e plane of the bottom chord. Full bundlM of plywood should not be placed on truues. This construction load should be hmited to 8 sheets of plywood on any pair of truues and should be located adJacent to the supports. No excess concentration of any construction materials (such as gravel or shingles) 10 01,.,m,11 form br1t9tt bly Rtp.,t .:,1 bolh lndl .Ind II eppro1um1u11y 20 lttl ,n1e,-v1ls Fi.,re6(b) 01190!\llbf•t•nt na1lad to under side ol 100 chord Pft\ltnola1.r1I mowm1n1 ol 100 chord R~llne ----- Top chord hyplcall l'url1111 conttnUold If purlins are used, spaced not to exceed the buckling length of the top chord, and adequately attached to the top chord, it is recom· mended that diagonal bracing be applied to the underside of the top chord to prevent lateral shifting of the purlins. Figure 6(a) illustrates the necessity for applying diagonal bracing m the plane of. the top chord despite the use of closely spaced purlins, It is recommended that this diagonal bracmg, as shown in Figure 6(b), be mstalled on both sides of the ridge line in all end bays. If the building exceeds 60 feet in length, this bracing should be repeated at intervals no greater than 20 feet. 2. Wlb Membet Plane. The purpose of this bracing is to hold the trusses in a vertical position and to maintain the design spacing. tn addition, this lateral bracmg may be required to shorten the buckling 13 A suagestcd proct•dun~ tor lifting trusses 1s Illustrated 1n Figure A(11 if the truss ~pdn does not exceed 30 feet. 16 FitUre 5 Contlnuou1 l11trtl bfac:11'11 tP«.t a tN110 10 ,.,., loc.ttd at or nNf a ~Ml point. Bottom chord ol mum hyp1c11I ahould be placed on the trusses m any one area; they should be spread out evenly over a large area so as to avoid overloading any one truss. All mechanical equipment should be located only on the trusses specifically designed to support it. It should not be dropped or even set temporarily m any other area unless the trusses are adequately shored. All floor trusses should be adequately shored 1f pallets of masonry materials are to be stored temporarily until the next higher walls are finished. STAGE THREE: Permanent Bracing is designed and specified by the architect or engineer for the structural safety of the building. It is the respons1bihty of the bu1ldmg designtr to indicate size, location, and attachments for all permanent bracing as required by design analysis. In general, it is desirable to design and locate all bracing so that it may work together with other structural parts of the building {such as shear walls, portal frames, be•rlng walls, columns, beams, etc,} to achieve total structural integrity. 11 length of a web member. As described earlier in the discussion of building dMign and truss design (STAGE ONE), diagonal bracing or end anchorage is essential to stabilize the lateral bracing. Diagonal bracing in the plane of the web members is also used to distribute unequal loading to adjacent trusses and to spread lateral forces to diaphragms or shear walls. Spacing of rows of diagonal bracing In the plane of the webs is a matter of judgment to be made b.y the building de$igner, and will depend upon the truss span, truss conflgur• tion, type of building, and the loading. Generally, for roof trusses, the spacing ranges from 12 feet to 16 feet depending upon how it relates to the bracing in the plane of the top chord. For floor trusses the cross bracing should be approximately B feet on centers. Lateral 2x6 strong-backs may also be used for some floor systems. Figure 1 and Figure 4 illustrate bracing in the plane of the webs. 3. Bottom Chord Pltnt. This bracing Is required to maintain tho truss dMign spacing and to provide lateral support to the bottom chord to resist buckhng forces in the event of reversal of strns due to wind uplift or unequal roof-or floor loadingt. For multiple bearing trusses or cantilever conditions, portions of the bottom chord become compression members and should be braced laterally to resist buckling in the same manner as the top chord of simple span trusses. Bracing in the plane of the bottom chord is also designed to transfer lateral forces due to wind or seismic loads into side walls, shear walls or other resisting structural elements. Diagonals between continuous lateral bracing serve to stabihze the bottom chord. It is recommended that one complete bay of diagonal bracing be installed at each end of any building, and additional such bays Ii<! located at specified intervals not to exceed 20 feet. Figure 5 Illustrates the use of bracing In the plane of the bottom chord. These recommendations for bracing wood trusses have been derived from the collective experience of leading technical personnel in the wood truss industry but must, due to the nature of responsibilities involved, be presented only as a guide for the u,e of a qualified building designer, builder. or erection contractor. Fi.,reA(2) ' For truss spans between 30 feet and 60 feet a suggested lifting procedure 1s. shown in Figure Al21. It should be noted that the lintl from the ends of the spreader bar "toe-in." If these lines should "toe,out," they will tend to cause buckling of the truss. 17 I I I I ~,. Figun, 6(1) All tc,pchorth can~tld, tostelhtr II thtrt. 11nod1110nll br1Cl"9, -~ ~oolputllri hVPICttl Permanent bracing must provide sufficient $Upport at right ang'les to the plane of the truss to hold every truss member in the position assumed for it m design. In addition, permanent bracing must be designed to resist lateral forces Imposed on the completed building by wind or seismic forces. Pefmanent bracing may be subdivided into three logical compo· nentt: 1. Top Chord Plana. This bracing is designed to r11ist lateral movement of the top chord. It plywood floor or roof sheathing II properly apphed with staggered joints and adequate nailing, a contloU· ous diaphragm action is developed and additional bracing lh·the plalJI! is generally not required. Some metal roofing materials may be depended upon to ict as a diaphragm when properly lapped and nailed. Selection and use of·th- materials Is at tha discretion of the building designer. 12 APPENDIX It Is Intended that this appendix contain only tentative retom, mendttions that may be used as a guide for on-site handling and erection until a more complete statement can be prepared. There may be some instances in which addit,bnal precautions W1II be necnsary. UNLOADING. It possible, trusses shall be unloaded on relatively smooth ground. They shall not be unlooded on rough terrain that wou~ cause undue lateral strain that m19ht result lh distortion of truss joints. Dumping of trusses is an acceptable practice provided that the truaes are not damaged or excessively stressed in the act of dumping. The builder shall provide protection from damage that ·may be caused by on-site constructlQn activity. STORAGE. Care shall be taken so as not to allow excessive bending of trusses or to allow tipping or toppling while the trusses are banded or when the banding Is removed. If trusses fabricated with fire retardant treated wood must be stored prior to erection, they should be stored in a vertical position to prevent water containing chemicals leached from the wood from standing on the plates. A further precaution may be taken by providing a cover for the trusses that w,11 prevent moisture from coming in direct contact with the trusses and Which can be ventilated to prevent condet1sation, ERECTINq TRUSSES, The truss erector or builder shall take the neceswry precautions to insure that handling and erection procedures do not teducnht load•carrylng cJpacity of the truss. , TruSS01 shall be Installed plumb, It specified !pacing end In-plane (i.e., trusses will be ptoperly aligned). II F'9Ure A(3) For hft:ng trusses with spans in excess of 60 feet, 1t 1s recom- mended that a strong-back be used as 1llusttated in Figure A13). The strong-back should be attached to the top chord and web members at intervals of approximately 10 feet. Further, the strong-backs should be at or above the n'tid•htight of the truss so as to prevent overturning. lfht strong·back can be of any material with sufficient strength to 11f1ly carry the weight of the truss and sufficient ngld1tv to adequ1t1ly resist bending of the truss. ti FOR GAOLE ENDS OVER 6'-8" IN HEIGHT ** MINIMUM GABLE STUD GRADE -2x4 CONSTRUCTION GRADE HEM-FIR 2x4 CONTINUOUS BACKI~ ATTACH WITH 16d NAILS AT 24"o.c. TO PLATELINE. 2x4 2x4 BRACES. BRACED 15 6'-0" MAXIMUM ct-- 2x4 SHEATHING TO GABLE END 2x4 BLOCK WITH 3-16d NAILS ~ILE NO.. GABLF. F.ND OATF· -6/1/84 REF DES BY SC SEO ~'.l'ANDARD 8d NAIL AT 6"o.c. NOTCHED PER OUTLOOKER SPACING EACH END. BRACE WiTH 4-16d NAILS C-lx2.6 Typical / Bd NAIL AT 6"o.c. 2-16d 2x4 BLOCK WITH 2-16d TOE NAIL EACH END •. 6'-0"o.c. MAX. 1-l6d 2-16d '\ 2-,.16d C-2.Sx4.3 16d at 24" at 24"o.c '< . I . r' PEAIC (2x6) C-5x7.7 to 48'-8" (2x6) C-5x6.0 to 42'-0" (2x4) C-4x6.0 to 34'-0" (2x4) C-4x4.3 to 30'-0" e· -,.=-,r i 1'0 SPLICE C-2.5x7.7 to 48'-8" SPLICE C-5x7.7 to 48'-8" B 5.0" 5.0" 4.0" 4.0" SYMMETRICAL ABOUT CENTERLINE FILE NO,: TRU44 -48 -4-40* DATE· 6/1/84 REF· 25-1 DES. BY· SC.., SEO STANDARD ';.-. .,, _!!_ 3.0" 2.0" 2.0" 2.0" LATERAL BRACING REQUIREMENTS (W2) (+) 2 Required for Spans Over 41 '-2" (W2) + l Required for Spans Over 30'-8" ALTERNATE SPLICE ·(T2) (2x6) C-4x6.0 to 48'-8" (2x6) C-4x4.3 to 42'-0" (2x4) C-2.5x6.0 to 34'-0" (2x4) C-2.5x4.3 to 30'-0" SPLlCt ,r'\ LOAD DURATION INCREASE • i • 25 SPACEO 24' O.C LOADING LL • DL ON TOP CHORD = 30 PSF PSF* PSF* DL ON BOTTOM CHORD= 10 TOTAL LOAD• 40 *5 PSF !lEDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY REACTION • 17.03 MAXIMUM TRUSS MEMBER FORCES Tl• -3995 T2 • -2643 Bl• 3790 B2 • 3790 ...!!... Wl • 122 W2 • -1371 W3 • 1029 (2x6) c-5xi,i to 48'-8" 1 • .5" (2x6) C-5x6.0 to 42'-0" 1.5" ' ~.:_"' ~ ~ ".·, :.!," General Notes. unl1$s otherw1!W noted 1 {)l>s,gn to support loads as shown All latmnl lorcc res,sbng etcme'l1t$ sue~ as lcmpormy and pcnnancnt bracing to be designed ana prov1ctccf by olhcrs ' . , 2 Oes,gn assumes the top and boil om chords td be taterally braced ti 3 -O o c and at 12 • O' o.c. rcspeCtively.. · ,, . ·. , , 3 Forrecommendcdbracing dela1ls. see ·Brdcingwooi/trusses. BWl' , 76 by the Trus~ Plate lnst,tule . ,. 4.lx3 cont,nuous lateral web bracuig wtiere skliwn , • .:: . ;,, . . " 5. Impact bndg,ng or lateral bracing recommended w~ :-'. ;:, ;,-~:. shown ,. • ' ···: 'i·P·1:,.,; ·, 6. lnstalla!IO~ ol truss is tt,e responsibtiity cl the tespecilW! clliiiii<:io.l. · ·7 Des,gn assumes trusses are 10 be used In• non-coirotlveemriioil- ment and are lot' "dry condition .. of use. : . , ~ ~-1 e. Design assumes lull bearing al an supporls ~-sf\lrfiorwioOe-11 necessary. • _ , , , ' ,. , , 9. Des,gn assumes adequate drainage ,s·/ifovlcieci: ,· \ .-:· '.:.~.-~, ·;t;f. 1 o. Plates shall be located on both laces of truss iind pCicid iii mew center Imes coincide wilh fomt center line$ · •• • • ' · 11. Digits indicate size of pfale in inches. . • ... ~~t ~~ ;,.,'. ... ~-1~:, ,, 1 _2. For bas,c design values of the Compuf,IJs Piate, lni!li:'iiiidlifliiiilit'4!1ik · , a. ~<;;~ ~:~p~~!'N'!t Rs!~,!! P1a1e is ~w~ ~ic~1i~ deslgnator(IB) indk:1le1 Ill ga. miter™ IIUNd.Allothllf•.•9'20.., ' ''---'-i .,1 Olf PIIMISpllcltNolll; . , · .... ' .. ,'. ;., .. : .. • C (2x4) C-Sx6.0 to 34'-0" l.S" (2x4) C-4x4.3 to 30'-0" 1.5" OIi .,.ne1 polni ap11ces aiii~iitl!iit1if·:'iJ,,,.z..,:., · panel length·/+ II" II ellhlr end Ol lhe P"M' ~.w. :_ - %" B2 ALTERMATI SPLICE (B2) CK-3x10.2 to 48'-8" C -3x6.0'to 39'-3" 1'0 SPLICE . c-2.5x4.3 to 48'-il'' 1'0 SPLl'.CE C-lx2.6 to 48'-B" SPLICE C-5x7.7 to 481-il" C-5x6.0 to 42'-9" -4 EQUAL PANELS TOP cHOffl>' · SPAN Tolil'-11" .. . ... ,; '· t,;.,.· :', .t., ~. r .. ,·· ~;··· ' i>ci1ic.,1a · C-3x9.4 . to 48'-•": C-3x7.7 ta 43'~3" c-z.5x7.7 to 36'-0" , .. \: ;, .. ,.., ... ( ~--.. ~.. • ,,,_" -. ,,, __ ,:;, .• ~ ... :..: -,._., !-?:,~, ~~,,:,1,'. : ., ~ I;,' ·J., !>',. ., ~, • • ., •• :r-. ·,·. ,, ,, • FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED·-·" ....... , -:. ,-.:,, t CHORD · · · .. ,,._ .... -.. ' -· ' · SIZE 2400F 2250F 2100F 1950F 1800F 1650F 1450F SS DF .#1 OF . #2.DF . SS HF. ·#.1, HF.,,. 2x6 48'-8" • 48'-0" •-" . 48'-0" .... ~ .. . ~ .... ·: { :51! if?: ·1 ~· .... ,, . l: ~~:ril ,: ·,.,, • ~; ··7 · ......... ~ : .. •'.• TOP CHORD 2x4 34'-0" 33'-4" 33'-0" 321-3" 31'-8'.' 3,1'-0" 29'-8"_._ .33'· .....,....,...,........ .,, ·O" 33'-0" 31'-0" 31'-0" BOTTOM CHORD 2x4. 481-8" ,.,,_,.., &&•-'l" 'lA1_-.. ,, · 1 &A•. ,. -. ,, -. --. ,_ -8" I 45'-9" 39'-8" .43.'-7". WEB MEMBERS -2 xii STANDARD OR STUD GRADE HEM· FIR, 2 x 3 #2 HEM -FIR OR AS NOTED ON DESIGN ,.,..~, J,., ~ > ~·;ii. 1,c ,. ~~' PEAK (2x6) C-5x7. 7 to 48'-8" (2x6) C-5x6.0 to 42'-0" (2x6) C-4x7.0 to 36'-8" (2x4) c-4x6.0 to 48'-8" (2x4) G-4x4.3 to 36'-8" B" ft ~ I NO SPLICE (t '- C-2.5x7.7 to 48'-8" SPLICE C-5x7.7 to 48'-8" B 5.0" 5.0" 4.0" 4.0" 4.0" SYMMETRICAL ABOUT CENTERLINE FILE NO : TRU64 -48 -4 -40* DATE 6/1/84 REF 25-1 DES BY sc SEO STANDARD H 3.0" 2.0" 2.0" 3.0" 1.5" B2 LATERAL BRACING REQUIRE~!ENTS (W3) + l Required on Spans Over 41 '-4" SPLICE D (2x6) C-5.5x7.7 to 48'-8" 1.5" (2x6) C-5x6.0 to 42'-0" 1.5" (2x4) C-5x6.0 to 48'-8" 1.5" (2x4) c-5x5. 1 to 36'-8" 1.5" NO SPLICE C-2.5x4.3 to 48'-8" ALTERNATE SPLICE (T2) (2x6) C-4x6 .0 to 48'-8" (2x6) C-4x4.3 to 42'-0" (2x4) C-2.5x6.0 to 48'-8" (2x4) C-2.5x4.3 to 36'-8" '/4" 2x4, ALTERNATE SPLICE (B2) CN-3x10.2 to 481-8" NO SPLICE C-2.5x4.3 to 48'-8" SPLICE C -3x6.0 to 45'-10" C-5x7.7 to 48'-8" C-5x6.0 to 39'-6" LOAD DURAllON INCREASE 1.25 SPACED 2> 0 C LOADING LL • DL ON TOP CHORD 30 PSF DL ON BOTTOM CHORD -l O PSF * TOTAL LOAD -40 PSF* * 5 PSF REDUCTION TAKEN ON BOTTOM CHORD AXIAL STRESS ONLY REACTION = 1703 MAXIMUM TRUSS MEMBER FORCES Tl= -4370 Bl= 4146 Wl = -652 T2 = -3852 B2 • 3243 W2 • 649 T3 = -2629 W3 = -921 W4 = 1192 ~ D (2x6) C-5.5x7.7 to 481-8" 1.5" (2x6) C-5x6.0 to 42'-0" 1.5" (2x4) C-5x6.0 to 48'-8" 1.5" (2x4) c-5x5. l to 36'-8" 1.5" NO SPLICE C-l.5x2.6 to 48'-8" 6 EQUAL PANELS TOP CHORD B1 L_ i::s:JI --,I, SPAN TO 48 '-8" General Notes: unless otherwise noted , 1. Design to support loads as shown All latertal force resisting elements such1 as temporary and permanent bracing to be designed provided by others. 2. Design assumes the top and bottom chords to be laterally braced at 3'-0"o.c. and at 12' ·O'' o c. respectively. 3. For recommended bracing details, see "Bracing Wood Trusses, BWT ~ 76" by the Truss Plate Institute. 4. 1 X3 COOtlnUOUS lateral web bracing whe're Shown T 5. Impact bndging of lateral bracing recommended where shown TT 6 lnstallat1on of truss 1s the respons1bihty of the respective contractor. 7. Oesrgn assumes trusses are to be used in a non•corros1ve environment and are for ''dry cond1t1on" of use. 8 Oes,gn assumes full bearing at all supports shown. Shim or wedge if necessary. 9. Design assumes adequate drainage 1s provided. 1 O. Plates shall be located on both faces of truss and placed so their center lines coincide with 1oint center lines. 11. 01g1ts indicate size of plate in inches. 12 For bas1cdes1gn values of the Computrus Plate, indicated by the prefix "C", see 1.C,B,O,R.R. 4211 13. The Computru,s Net Section Plate is indicated by ther prefix "CN", the designator ( 18) indicates 18 ga. material is used. All others are 20 ga. 011,Panel Splice Note; ()II panel point splices are located al 1 /5 the pfinel length -/ + 6" at either end of the panel indicated. DOUG.FIR C-3x9.4 to 481-8" C-3x7.7 to 431-1" C-2.5x7.7 to 40'-9" HEM-FIR C-3x9.4 to 48'·-8" _,./4,,r .e &.,,.._ C-3x7.7 to 39i,-6" C-2.5x7. 7 to 32''-11" FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED CHORD I s1zE I 2400F I 22soF I 2rooF I 1950F I rnooF I 16s0F I 1450F I ss OF I #1 OF I #2 OF I ss HF I I #1 HF 2x6 48'-8" TOP CHORD 48'-8" 481-8_" 2x4 48'-8" 48'-3" 46'-9" A5'-0" 43'-3" 40''-3" 45'-6" 43'-2" 39'-l" 41 '-5" 38'-8!' BOTTOM CHORDI 2x4 _48'-8"1 46'-2"1 42'-11'1 37·'-5" I 48'-8" I 44'-4" L.38'-4''J . 42'-Z." WEB MEMBERS -2 x 4 STANDARD OR STUD GRADE HEM -FIR, 2 x 3 112 HEM -FIR OR AS NOTED ON DESl'31'-J ~ ,..-- Cam~uT.us Inc. "'4--.-Cll.-NG•IIOCMll"""'°•C:~•Mrtllllli, LATERAL BRACING REQUIREMENTS: ,~-------., LOAD DURATION INCREASE -1.25 SPACED 2J O C LOADING LL • DL ON TOP CHORD • 30 PSF DL ON BOTTOM CHORD• 10 PSF* TOTAL LOAD• 40 PSF,. * 5 PSF REDUCTION TAKEN ON --. BOTTOM CHORD, AXIAL STRESS ONLY ~ General Notes. t,rllt·S~ r: .... ,.,.,.,$t· rw1,·,1 O,• ... ,an 10 J.u(ltlotl •,.·,.·ws as ~huwr· A111~1t·1 ;i: tnrc-1..• rcs,st·ng 1':!lt'.:'Tlcrits M1Ct-.-ts lf'mpurilt\ ane1 P('rmari1•nt tJrarinc; tt. Of> des•gnec anc uro,1cwd hy olhers 2 Des,pn asSumes tne too and bottom cn0tcs robe later any braceo at 3 · O o c an~ al 1~ -O oc respecllvety 3 Forrecommendedbrac1ngdeIa1ls see Brac,ngWoOdTrusses BWT • 76 by lhe Truss PIare 1ns111ute 4 1x3 conhr'tuous lateral web bracing where shown•. S Impact t>r1dg1ng or lateral bracing recommended where shown•• (W2) + 1 Lateral Bree Required for Stubs to Span/3. 6 1ns1ana1,on 01 truss 1s 1he respons,bfftly ol lhe respec!IYI! con1rac10,, 7. Design assumes trusses are 10 be used 1n a non-corros,Ye envrron- ment and are-tor · dfy cond1t1on" ot use_ e· ft i ct L. (C-4xll.9 (No Spl)] (C-5xll. 9 (Spl) I SYMMETRICAL ABOUT CENTERLINE FILE NO.: ST64 -48 -4/6 -40* DATE: 6/1/84 REF.: 25-1 DES. BY: sc SEO. STANDARD C-l.5x2.6 =:::i ,TIJJ:t rR_!l!LSPAN/6-8" to SPAN/4-ll" W' ::::--_ ' " --===-=-.::::::--::--_ ---=== :.::::;;;_~ ----===-=----- (C-l .5x2 .6] c-5x5.l STUB FROM SPAN/4-8" to SPAN/3-8" 8 Des,gn assumes lull bearing II an sulll)Ofls sfiown Shim Of wedge~ necessary. 9 Des,gn assumes adequale drainage is provided, 1 O, Plates shafl be localed on both laces ol truss and pllced so - center 1,nes·coincidi! wolh joint cenier Imes. 11. D,g~s lndoclle s,ze ol plale in inches, 12, For basic des,gn values ol the Coml)ll!1us Plllle,indocat11d by Ille preli• "C", see I.C'S 0. R.R. 4211 13. The Comp°'rusNel Secloon Plate Is indicated by the prelll "CN", IN designal0< ( 18) 1ncloca1es 18 ga. materialls used, AH olhers are 20 ga. Of! Panel Splice Noll; Off panel point splices are localed at t/5 the panel lenglh ·I• 6" at either end ol lhe panel indic8*I. ~ STUB FROM SPAN/3-8" to SPAN/2-10" -PLATES IN (] CHORD SIZE SPAN FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED 2400F ! 2250F l 2100F l 1950F l 1800F l 1650F l 1450F I ss OF l #1 OF l #2 OF I ss HF #1 HF I I I IFOR LUMBER AND TRUSS DETAILS NOT SHOWN SEE: I I I I I I I I I! fRU64 -48 -4 -40* 6/1/84 25-1 - 1-------+----lf------l------f-'-i 'tRU64 -48 -5 -40* 6/1/84 25-1 ---1:RU64' -48 -6 -40* 6/1/84 25-1 TOP CHORD BOTTOM CHORD WEB MEMBERS· 2 x 4 STANDARD OR STUD GRADE HEM· FIR, 2 x 3 #2 HEM· FIR OR AS NOTED ON DESIGN JANUARY 101 1983. MR-MIKE KUPFER, PRESIDENT KAP DEVELOPMENT CORP• p. Q. Box 2148 RANCHO SANTA FE, CA~ 92067 SUBJECT: PRELIMINARY SOILS INVESTIGATION JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (619) 743-8808 SITE: 2603 -29 JEFFERSON STREET1 CARLSBAD, CA. RE: PLOT PLAN AND PRELIMINARY BUILDING PLANS, UNDATED, BY STEPHEN G-DAVIS, A-I·A· PRELIMINARY GRADING PLAN, UNDATED,. BY MAY ENGINEERING & SURVEYING, INC• . MR•· KUPFER: AT YOUR REQUEST OUR FIRM MAS COMPLETED A PRELIMINARY INVESTIGATION OF THE NATIVE SOILS AT THE ABOVE SITE• THE ANTICIPATED SITE DEVELOPMENT IS A RESIDENTIAL APARtMENT COMPLEX•· THE LOT CONFIGU~ATION IS ESSENTIALLY AS SHOwN ON THE ABOVE REFERENCED GRADING PLAN, AND AS SHOWN ON FIGURE 1° BUILDING CONSTRUCTION IS A~TICIPATED TO BE OF SLAB ON GRADE WITH woob. FRAME OR CONCRETE BLOCK WALLS• BUILOl~G HEIGHTS ARE ANTICIPATED TO BE LIMITED TO THREE STORIES OR LESS• IT IS ANTICIPATeD THAT GARAGE PARKING WILL BE PROVIDED BENEATH THE LIVING AREAS, IN AN UNDERGROUND ENVIRONMENT• THE SITE TOPOGRAPHY SLOPES GENTLY TO THE wEST FOR THE EASTERLY HALF OF THE LOT, BECOMING MORE STEEPLY SLOPING IN THE wESTERLY PORTION• Two RESIDENTIAL BUILDINGS OCCUPY THE FRONT OF THE Two LOTS, WHILE, EXCEPT FOR A GARAGE/STORAGE SHED IN THE REAR OF THE SOUTHERLY RESIDENCE~ THE REAR OF THE SITE IS VACANT• THE PROPERTY FRONTS ON JEF.FERSON STREET AND IS ACCESSED IN THE REAR -VIA A DRIVEWAY THROUGH AN ADJOINING APARTMENT COMPLEX·· · THE LOT TO THE NORTH IS DEVELOPED, AS IS THAT TO THE SOUTH, wlTH APARTMENTS• PROPERTY DEYl&.c.MENT INOINHIII, INC. ENGINEERING• SOILS TESTING • SURVEYING -1 - " ' ,: ~ ·~ . -:. .. "'II •• f' .... , i·· . 't. •. ~-.,.,, ···· .. '-'·· ... .. . ~:· ·:: ..... · .... :--. ;.,. . ~ FOUR TEST PITS WERE EXCAVATED ON THE SITE AT. THE APPROXIMATE LOCATIONS SHOWN ON FIG• J.. LOGS OF THE SOILS ENCOUNTERED IN THE TEST PITS ARE SHOWN AS FIGS• 2 AND 3. GENERALLY THE SOILS ON THE SITE CONSIST OF A LIGHT BROWN TO TAN ,DRY iO MOIST, SLIGHTLY CEMENTED SILTY SAND (SM P~R THE UNIFIED.SOILS CLASSIFICATION). THE SAND IS FORMED INTO LAYERS OF SLIGHtLY ·DIFFERENT MAKEUP, BUT THE ENGINEERING PROPERTIES ARE SIMILAR• THE TOPSOIL EXTENDS TO A DEPTH OF 3' TO 4' BEL0w THE SURFACE• THE SOILS "ENCOUNTERED IN TEST PIT #1 wERE LOOSE TO A DEPtH OF. 10', ~HEREAS SANDSTONE AND/OR MEDIUM DENSE SILTY SAND LAYERS WERE ENCOUNTERED IN TEST PITS #2 AND #3· THE TOP SOIL 1N TEST PIT #4 WAS ALSO MEDIUM DENSE SILTY SAND• . . THE SOIL HORIZON VARIED FROM 1-HE ABOVE IN TEST PIT #4, WHERE A GRAY MOIST FIRM SANDY CLAY (CH PER THE UNIFIED SOILS CLASSIFICATION) WAS ENCOUNTERED· THIS SOIL TYPE EXTENDED TO A DEPTH OF 6', WHERE A GRAY MOIST CLAYEY SAND (SC PER THE UNIFIED SOILS CLASSIFICATION) WAS FOUND• .AT·A DEPTH OF 9' IN TEST PIT #4, A GRAY MOIST, VERY. DENSE SANDSTONE WAS UNCOVERED· No EVIDENCE OF SEEPAGE WAS NOTED IN AMY OF THE TEST PITS OR OTHER LOCATIONS ON THE SITE· . SAMPLES OF THE SOILS WHICH ~OULD IMPACT THE DESIGN PARAMETERS WERE TAKEN AND SUBJECTED TO TESTING TO ESTABLISH THEIR ENGINEERING PROPERTIES• THE TYPE AND RESULTS OF THE TESTING IS SHO~N BELOW: . SOIL TYPE #1 (TEST PIT #1 AT -0-5') LIGHT BROWN FINE SlLTY SAND (SM) IN-PLACE DENSITY· IN-PLACE MOISTURE '111"11"; , ••• --~-· •• , TEST MAXIMUM DENSITY · OPTIMUM MOISTURE RELATIVE COMPACTION DIRECT SHEAR(REMOLD TO 90%) ANGLE OF INTERNAL FRICTION APPARENT COHESION "R" VALUE -2 - ·• r,;., ·. ,.,. .. 106-1#/CF 4-6% 130-9#/CF 8·-6% 81% 0 38 0#/SF 76 / SOIL TYPE #2 (TEST 'PIT #1 AT -10-0') LIGHT TAN, MOIST, FINE SILTY SAND($M) IN-PLACE DENSITY IN-PLACE MOISTURE DIRECT SH~AR(REMOLD TO IN-PLACE) ANGLE OF INTERNAL FRICTION : APPARENT COHESION 104-3#/CF 7-1% 0 29 200#/SF USING THE ABOVE RESULTS WE HAVE FORMULATED THE FOLLOWING S~ECIFICATIONS FOR CONSTRUCtJON OF THE PROPOSED DEVELOPMENT• FOUNDATIONS FOUNDATIONS SHOULD BE SIZED IN ACCORDANCE WITH TABLE 29-A OF THE UNlFORM BUILDING CODE AS A MINIMUM• FOUNDATION DESIGN FOR SPREAD AND ISOLATED FOOTINGS SHOULD BE BASED ON AN ALLOWABLE SOIL ijEARING VALUE OF 2000#/SF FOR FOUNDATIONS SET AT LEAST 12". BELO~ THE LOWEST ADJACENT FINISHED GRADE AND HAVING A MINIMUM WIDTH OF 12"• ALL CONTINUOUS FOOTINGS SHALL BE REINFORCED WITH ONE #4 BAR AT 2" BELOW THE SLAB FLOOR ELEVATION OR TOP.-OF FOOTING AND ONE #4 BAR AT 3" ABOVE THE BOTTOM OF THE FOOTING. TRENCH• SQUARE OR ROUND SPREAD FOOTINGS SHALL BE REINFORCED IN ACCORDANCE WITH THE STRUCTURAL ENGINEERS DESIGN, BUT IN NO CASE SHALL THE .REINFORCEMENT BE LESS' THAN #4 BARS AT 12" o.c. IN EAC~- DIRECTION• SLAB ON GRADE FLOORS PORTLAND CEMENT CONCRETE. FLOOR SLABS SHALL BE CONSTRUCTED 4" IN NOMINAL THICKNESS AND HAVE A REINFORCEMENT OF 6"X6"Xl0GA•Xl0GA• WELDED WIRE MESH AT THE CENTER OF THE SLAB• AN ALTERNATE REINFORCEMENT OF #3 BARS AT. 24" o.c. IN EACH DIRECTION IS RECOMMENDED• ALL SLAB FLOOR CONSTRUCTION SHALL BE UNDERLAIN BY A 4" BLANKET OF CLEAN SAND, AND BY A MOISTURE BARRIER OF 6 MIL VISQUEEN• RETAINING WALLS IT IS ANTICIPATED THAT RETAINING riALLS WILL BE REQUIRED ON THE SITE• RETAINING WALLS· SHOULD BE DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 2000#/SF~ WHEN NATIVE SOIL IS USED FOR 8ACKFILL, AN ACTIVE EQUIVALE~T FLUID PRESSURE OF 45#/CF MAY BE USED FOR DESIGN LOADING, ALONG W1TH .A PASSIVE. "EQUIVALENT FLUID PRESSURE OF 325#/CF WHEN THE RETAINlNG WALLS ARE FOUNDED AT LEAST 3 -i- t . . ..• ',·. .'. i. ~·-..., ... ~,_-:_:_/:.t · .. )·_·/·,;: ... :1: I-..~-? ·.,~ ... .' . '\-:,:. ; •. I , ·.-.-:· ~-j:: a .~ -~ : --~ ., . ·.~ .,,..,, . . --::~ •.. .. .... .~ ·:. .. ·•• ... · t"' i 12• INTO COMPETENT NATIVE OR COMPACTED SOIL• A FRICTION FACTOR · OF Q.37 BETWEEN THE RETAINING WALL FOUNDATION AND THE UNDERLYING SOIL MAY BE USED FOR DESIGN• RETAINING WALLS SHALL· HAVE AN ADEQUATE UNDERDRAIN SYSTEM TO PROVIDE PO$ITIVE DRAINAGE OF ANY SEEPAG~ OR PERCOL,.ATING WATER FROM THE BACKFILL TO THE SURFACE• ·GRADING ALL GRADING SHOULD BE DONE IN COMPLIANCE WITH T~E APPROVED GRADING PLAN, AND IN ACCORDANCE WITH THE GRADING ORDINANCE OF THE CITY OF CARLSBAD• GRADING SHALL BE DONE IN CONFORMANCE WITH THE ATTACHED STANDARD ·SPECIFICATIONS FOR THE PLACEMENT OF COMPACTED FILLED GROUND• NO SEEPAGE wAS NOTED ON THE SITE DURING OUR INVESTIGATION NOR WAS ANY WATER TABLE ENCOUNTE~ED• NEVERTHELESS SEEPAGE MAY BE NOTED DURING EXCAVATION AND ADEQUATE STEPS SHOULD BE TAKEN AT THAT TIME TO MfTIGATE ANY ADVERSE SITUATIONS.THAT MAY ARISE• CARE MUST BE TAKEN IN BACl{FILLING RETAINING WALLS AND UTILITY TRENCHES SO THAT ADEQUATE COMPACTION IS OBTAINED AND SETTLEMENT IS MINIMIZED• PAVING THE SUBSOIL IN TEST PIT #1 WAS TESTED FOR ITS "R" VALUE IN ACCORDANCE WITH TEST METHOD· No. CALIFORNIA 301• ASSUMING A TRAFFIC INDEX OF 4°0 FOR THE PARKING AREAS AND 4.5 FOR THE DRIVEWAYS WE SUGGEST THE USE OF 2-5" ASPHALT CONCRETE SURFACING OVER ALL PAVED AREAS• A BASE COURSE wOULD NOT BE NECESSARY, AS LONG AS THE ABOVE SOIL TYPE WAS USED OR WAS FOUND IN PLACE, BENEATH THE PLANNED PAVEMENT AREA• WHERE MATERIAL SIMILAR TO THE SAND FOUND IN TEST PIT #1 IS NOT FOUND AT THE SUBGRADE L.EVEL ~ THE SUBGRADE SHOULD BE REMOVED FOR A DEPTH OF 6" AND REPLACED WIT-HA COMPACTED SAND BASE• ' '::I 0.AJ c. w. DAVIS RCE 21719 ! -4 -· I . . ' ,'. '•I• _., ,....... • • ,.{. I -•, • •• • "':t' • • ,\ •I"',,'• • : f.. i •• •T, ... :', ~-!' -.. • • ···t)l,:uhn-.1.lf ,·.·.-\,'ll,,-_?.4-"'=• ··.\,,..,.~1·,_,.:,. ·• .., .... .,,.~., ....... ,....:. .····;········I .,.., ·•,··. . ·.31ii"..-..,..-. -·•-·..-:+JI~ ... ..;. .. ~·,.111,· :1,·~1f.1V'< .. ~,: ~ :':;:a~--~· ... l.~ ~T.. ;,, -~-· .. '•\'• • ;_1,. ,: ;.,:•:-:.:·., __ . ' . __ .... ____ -------·-----j_ ... JEEfE.IZ50N sr.1 ... ·-1-· I ·-.,.fl' ... . -·-__ ..,._...,..,,,,,,,..,.. ______ ~ .......... -.... I • ._ ··: . .t . ~ t ~ i.;·~J~ . ~.l. _:: ·( _ "';•-'·: 1· .. ·:i·~-· •. . .. -, .. ~-. ..t--· . _, . . . . I-.• ·. : ., • l, ·! . , -=====i. V'-:zz:::zz_.f-.~ ..... •IO: zz::::. ~t,\l.e. ,.,,. 60' ~ I • • ·i_ S'O ,.;.:: .... y '.: .. · ·-·! /I '• ,. I i . . ,. . .. . ---. ·-.. . . • •'!.-.... ··:· ;;/··:·!·': . ...-l.._!._' -~ l ~ '/! _.,._ ______ . ._. _ ___.-,· ~ ---~ --- Preliminary Soils Investigation KAP DEVELOPME.NT CORP. prepared by Property Development Engineers, Inc. 1859 South Escondido Blvd. Escondido, CA. 92025 -;--,aljf---: 1 : . ), ·: •,. ·' • • 'f• • ;. } ____ ..,.....,....,.,,,.._ -·-: . , ..... _ -I .. ! : • I ' --t , .. , .. •• ..J • ., . ,. i . figure l . ..• · i;,;: ·:·r )· ~:· , .. -~ .:.~;_ ! ; : '·-:· ._:. 1·t • -; ... :.; -~ ·:_, .. :;·~ ~ ~ .! . '. <~-:-·: ~ :-r,1:: ~:: , .·. :, · -;. ··. · .. · . ,_,; ~- --,,~.+-.; . .,..;. .......... :. ........... -.->:·~~~-~-_~-;n.··-~:.' 1:1·~····-··::""'!!t:n~· rf·t~!"'"'' .. ~J.:~~-_,:.£f:~:.1. .. ; ... :...· ... ;._ ............. --, 1·---•-··· · ----"--~-~·-'-' ....,,~~~ .. ~~~~-*-~.k··~~~i,~~~,-if..~-,4,r--i.,.~ . .J;·. -·· .•• : .• ~--.. ~~· . ... .. ~ .. ~ .. - ,ff , .,. ~CKHOf; ~~ANY: TOM PHIJ,T :ps JJ~CICET SIZE: 1 R 11 DATE: 11 /7 /83 " ~ ... 111.,_ -~~ tf· Ill . >~--a:z c,-'· ~~ii SOIL DESCRIPTION ~i ll)'f/9 ~!j CJ • u,-11.1 I~ s~-.J~ 59.0 o!!: ! -::, TEST PIT NO. 1 ELEVATION 0 :ICJ rR--o 4.6 3M Light brown, dry, fine silty SAND X X 106.1 -- lightly cemented -- more moist with depth -----&- SM Light tan, moist, fine silty SAND --... -... - X _ ....,v--bot tom of pit H:' ----... -. ... - 15 TEST PIT NO. 2 ELEVATION 55.0 0 -SM light brown, dry, fine silty SAND - -moderately cemented - -·-X 119.1 7.5 ... ... - s-... -,_ ... -' . -... ~ ... -y_:.bottom of pit 1-10 .. -'." ... - -... -- 16 LOG 011 Ta•T PIT• :r -I FIGU~E NO. 2 PROJECT NO. PS102883 KAP DEVELOPMENT CORP. .. PROPERTY DEVELOPMENT .ENGINEERS, INC • .. ,. .... ,....., .. -..... _ ..... _, ... -·-::· -::·-- .> f" DATE: 11/7 / 83 / BAC~HOE !'OW~V, TOAi PHILLIPS &UC.KET SIZE: 18" 111._ ~~ ~ ~!; c,i ~, >~-a::z ., \) ~~ii SOIL OESCR IPTION 111: ~J I~ !ti c,q s~-..,~ 52.5 0-. . ~ ~ ~CJ ~2 TEST PIT NO. 3 ELEVATION --o -SM Light brown, dry, fine silty SAND -lightly cemented - .. -- 6- X 118.5 13.1 SM light gray fine sandstone - -/bottom ·of pit - 10- - - -. - · 15 TEST PIT NO. 4 ELEVATION 45.0 0 SM Light brown, dry, silt_y SAND - SM Dark brown/gray, moist, silty SAND. -X 110.8 16.7 CH Gray moist firm CLAY 6-blocky with white spots Qu greater than 4.5 tsf SC Gray, moist, dense clayey SAND - -' ,.-bottom of pit /' 10-SM Gray, moist, very-dense sanstone - - - - 16 LOCI 011 TaaT PITa - PROJECT NO. PS102.883 I KAP DEVELOPMENT CORP. IFIGt;RE NO: PROPERTY DEVELOPMENT ENGINEERS,· INC. ·~·· ... -....... -......... 1(. ~-~-...... ~.--.. ·~,. ·=·-~--. .... -,,..;.._.. .. ,· .... , .... ; .. ,,.: .... : t .... .. . J,·-··,c 3 I- - -- ... -- - ... .... .... ... .... - - ... - - ... I- - - } JOHN VERNON tJ ASSOCIATES 1859 S. ESCONDIDO BLVD: ESCONDIDO, CA 92025 TEL. (619) 743-8808 STANDARD SPECIFICATIONS FOR PLACEMENT .OF COMPACTED FILLED GROUND Obj-ective, Obtain filled ground which is uniform and has adequate internal strength to support any structures proposed •. The method by which this is obtained is described herein. Preliminary Proceedures: l. Permits -Owner shall ascertain the grading permit require- ments of the agency whose jurisdiction Covers the land on which the gradi,1g is to ·be performeq and shall 'i:>e responsible fo·r complying ·with them. 2. Water -An adequate water supply shall be provided so that compaction of filled ground_ will not be delayed. J. Soils Engineer -A·soils ~ngineer shall be retained to pro- vide direction in grading, testing for compaction and certification that the grading complie~ with grading ordinances and with approved grading plans. · · Gradings 1. Clearing and Grubbing -All natural surface which is to be covered by filled ground, excavated or needed for brow ditches, swales 9r other grading appurtenances shall be cleared and grubbed. Trees, shrubs and grass, as well as organic overburden shall be rem.oved from the area t·o be graded. Cleared material may be disposed of as approved by the local controlling agency. No embankment shall consist of treea, shrubs or other organic material. 2. Natural Ground Preparation -.Natural ground shall be excavated from beneath embankment areas to solid material, the exact depth as determined by the soils engineer. This material shall be brought to proper moisture content and rec-ompacted to not less than 90% maximum density as determined by A.S,T,M, D-1557-70. P~OPE~TY DEVELOPMENT ENGINEE~S ["Gl,.lllll"Q • IOILI T[ITIHG • $UIIV[YING JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025. TEL. (619) 743-8808 Any existing fill which has not been c,e.rtif'. ied must be removed and rec ompac ted. . If the slope of the existing ground exceeds l' vertical in 6• horizontal, a bench cut level, 10' wide shall be excavated at the toe· of the fill. This will allow the· embankment to be placed on a horizontal base for more urtifo.rm compaction. J. Embankment Placement -Pill material should consist of native or imported material which has been brought to the optimum moisture content. Material to be used ··f·or embankments may have rocks with diameters greater than 12'' provid.ine; they are evenly distributed in the-soil mixture and are at least J' below .finish r.;rade. Pill slopes shail not consist of, nor be founded on, larr,e rocks. Although rocks may be placed alonG the outsid~ of the toe of the fill slopes. Rock placement in embankments shall·be under direct supervision of the soils engineer. · Embankment material shall be placed in layers varying from 6" to 12" deep depending on soil type, and c0rnpacted by suitable compact- ive effort to a density of not less than·90~ of the maximum density as determined by A.S.T.r,!. D-1557-70, rr.oisture content and depth of layers shall be determined by the soil engineer at the time of grading, and shall be updated whenever embanlanent soil types .change. As the embankment increases in elevation new benches shall be cut into original ground. Benches shall be at least 6' horizontally into natural ground, be level and shall occur at intervals to be determined by the soils engineer at the time of grading. Compaction may be obtained by the use of.any combination of equip- ment which will result in an embanlanent that is properly compacted, uniform in moisture and properly finished to the lines a·nd grades shown on the plans or to those set forth in the applicable grad_ine; ·ordin~nce. 4. Additional Grading -Cut slopes shall be cut to the lines and grades as shown on the plans or set forth in the applicable ·· . grading ordinance. ,110,unv DIVILOPMINT INOINIIRI lNQINIIIIINa • SOILS TISTINQ •·SUIIVIYINQ (2) JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDl.0O, CA 92025 TEL. (619) 743-8808 Cut slopes shall be protected from erosion by brow ditches. Brow ditches shall be either earthen or lined with erosion resistant material as shown on the plans or as recommended by the engineer. Embanlanents shall be protected from eros1on by placing an earthen berm along the top of slope for the entire perimeter of the fill. ·where drainage is brought down the slope, the drainage way shall be lined with erosion resistant material to prevent loss of embank- ment slopes. · t·Jhere eaves are located less than 5' hqrizontally from top of fill slope.s, eaves troughs shall be provi~ed to prevent weakening of slope due to water intrusion. All.-areas of the building pad· must be well drained. 'i)rainage swales ·shall have a mimimum slope of l' vertical in 100' hori~ontal unpaved or l'. vertical in 200' horizontal paveg with concrete. Drainage shall be provided to ensure foundations will not be subjected to ponded water. PIIO_PE~TY DEVELO;MIENT IENOINUIII CNQl~lllllNQ • IOILI TlSTINQ • SUIIVlYINQ (.3) . I . ,., .. . ; ' ~-~ .. ' l . ' . ,-: . :,.,. . \· .: .. ' 'Ii . · .1200 ELM. AVENUE CARLSBAD, CALIFORNIA 92008 · Building Departm~nt 1 . , <'titp o.f · ~arlsbab ~1; I f.,. · · ~ ksIIDITIAL ENERGY DESIGN 'tERTIFIOUION· TELEPHONE: (7.14) 729-1181 ~ . I rt · -· -l Permit No. _____ _ -1k~ _:: ·: ·. · · · J Issue Date ,;r,,::,:.: ... ,,::':"·;". '. . . . ------- t-l/~ : : <· ·_:~Y-·.-·.: .. -CERTIFirA1E OF ca,lPLI/lNCE WITI-t _ENERGY-~~Sffi/ATI~N DESIG~ REQUIREMENTS .. ,.~·. f:-~~-~:· ·-.. 1· · ., . · • CONTAINED IN ARTICLE. 2,· PART 6,. TITLE ·24, CALIFORNIA AJlVl. CODE. ·.;f~ :·.: . : .· ··, . '. .. . ,'.~. . . I '-----:c----=---.----,--------h ere by . certify that I i\!· . . _ _. · · Des i g n er . . . 1 ·:·; am familiar with the state erier~y conservation standards mandated · ··· ·' _.. i n CA C Ti t 1 e 2 4 , S e c t i o n T 2 0 -l 4 51 · t hr o u g h · T 2 0 -1 5 4 2 , a n d th a t t he I.·<,::. p·lans and: other documents submitted in support of the application l ~ ·.. . • · for a B-u i l di n g · p__ er mi t a t · ... ,'•,: : .. . -:.· . ·;:· ··.' . : ~ .. : . .' . . ' I' . ' .. , l. '. ·t . •,. },' . .. :-·, I ,.' ':•• ---,--.------------: , __________ , _____ , \ Address Assessor's Parcel No. .. . ~amply with all curr~nt requi~ements of these regulations. Indicate met~od of compliance: ·A:~ B •. D C. D .. D. D . . Component Petfor.mance (Standard Design) ~ Energy Budget Analysis {Alternative Design) . ' .Non-deplet ble Energy Analysis (Alternative Design) Other State License or Certificate No. '3'~/~:z:-=_-- . Date :z__..~--. fill-. -=---==-=--=~---- Submit to th~ Building Department with permit application. ?8-103 / : P.~OJECT DATA SUMMARY own«. SITS INFORMAT10N Hadng 0...-Cav (from-A~bc Cl ----------- Ouaide·CesicJn Teml)lntUrt (frof!I A~bc C OIi' A~bc Gl---- PROPOSeO BtJILOING ENVEL.OPE INFORMATtON Gtoa E=~ Ana if I.ow-Rt. (ffom catculatlans) ..... ______ _ . <;n,a Wall Ana if H~b!e (from catculadons> -------- ONigned Glazing Ana·(from Calculadons>----------- ~ Gla:dnl Ana (16%af Une3if 10¥N'iseor4mftaf-1Jn•4 if high~sat,:..;_ • QelCrtptto;; of Assembly . .. Glazing ----~~-' -~-G:z~L-..E!.=-__ p ___ ·A._\.J_J-C' ___ _ w.u ____ "Z:>=---_1_·v""'"""«.r__... ..... o _____ &--~ .... •~t __ _ Ceiling/Roof Floor kl DO ·<"'2,bDO PROPOSED S?ACc HEATING SYSTEM (ChaPt!t 7) . ·&--1 ?J ' . • • • 4 - HOO 1 Tow 2 A1 3 Aw 4 Ag 5 Ab9 6 Ugl 7 Ug2 8 U,;3 9 Uw1 tO Uw2 11 Uw3 12 Uw4 13 .u<:l ·. 14 ~ 15 16 U12 17 Building Casiqn Hourly Heu Loa (from· Form 2J ___ .....,___ q11 18 Maximum Al~ Bonne ~ • .>£x Una 18 19 Propo~ F1.1tMCa I .,5 ~u ____________ _..W~l_t.:,~-- Mod .. _o-=ri~"-------------li.-----Ratld Bonnee Cal)aei1:y __ .:,_ _______ =:====--- Elearict Ra.ila~ Alone Electric A~ Ufe CVd• Coo: (from Form 51,-------,1.cc. 20 . l.cweo: Ufa Cycle Coo: of Ula Ottl• SVttffl!S (from Form 51 sl.CC~ 21 Non-O~ta EMrft wlElei::ric: Rllllilclnc:e a.dc-Ut:i / 2.0CJ.~ --~7 ~~~ "2.~-, I l~ J;. l 0 Form 1 0F-day oi: ft:l ft2 ft2 ft2 Btu/ (hr• tt2 • °Fl Btu/ (hr• ftl. °F) Btu/ (hr. ftl. °F) Stu/ (hr• ftl. 0 i:J Stu/ !hr• ftl • 01=1 ~tu/ (hraftl.°F) ---=-~----· Stu/ .(hr• ftl. °F} · • Q '5 So Stu/ (hr• ftl • °F) . . Btu/ (hr• ftl. °Fl Btu/ (hr•ftl • 01=1 Btu/ (hr• ttl • 0 i=} Stu/hr Stu/hr PtrQffl:198 of Annua, Hee Loa-Mee by Nan-O~aaicl• E;n«gy. Saun:e (from Calc:ulcdansl :z:z _J.l...._._,)_A,, ____ % Hear ~ widl Etectric R....,_ S.,"9l111Mntar 'f H..c Pttc.nai~ of Annual Hear l.osrMft by elec:ric: Reslstanc:a (fromCalc:ula1iansl -----------------· 23 ___ W;..,;,,,;:/_A,.--'---·% PROPOSED WATER HEATlNG SYSTEM INFORMATlON .. (Chapur 8) Et.aic Ralistlulol Alane• N J:;,...--r'. ~ ~s Elec:uic: RllistanCII Ufa CVd•·Cost (from F«rri-61 ----.---wl.CC• 24 __ _,.N~/..,:d::..=--S Lowai Uf• Cyda C:lst ot th• Ottlfl' Sy~ (from Form 6) wl.CC'ONC 2S ..:J._ s PROPOSED SWIMMING POOL HEATtNG,SYSTEM INFORMATlON (Chapter 9) Solar Ufa CVcte.C:ist (from Form 71 -------------pl.~ 26 __ _.H"""/'""""A..~....---S Naiunj Gu Life CVd• C:lst (from Form 11----------pl.CC,,q 27\ ' s ·.::::_ I..) 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O.,_ 2;:..uyiyl' x !t".Um' x · \' () 0 ·· xl41'1,r~ ~---:::>-... :3a=-_:.= -..n'f .-•u t_.:u -: .'~em /~ 7',, :rcffl :'r'Q4'ft \,,;rt4 , ."ias• ~ !.,;rt• ! \ • f HCURl.Y AMO ANNUAi. 6Utt..OtNG HEAT LOSS ;u.r;X· Form 2R 01-=t One m~csa:IC _..,_......,."'l· ,.__...,._ s~ oe:=,,;n_ ,4 . -Sln IN~RMAT10N ~ C...-·Oay (front 11:CI :ia~ · •••••••••••• ; •• , · ........ , QU'CllilN ~--7•-=-•ifl'arlt ,'C!Olftlffid ••••••••••••••••• C:aaiiM......,., ,..._ r--!JQj,,• (fr'Qm ~ •• ~ •• _. ••••••• ~ ~ ~ (t:r,,,n ~ -.......... -• • • • • • • • • • • • • • • J.,f ~~~{trami;&.---······· •••••• •••••••• i •••• ~ . 0 ........ ~..,.,.. ('"'81 lll*tSl • • • • • • • • • • • • • • • • • .• • • . • . "" . !aic t:r.a:i"" ..,.,_ 11 es-~ if tow,riw °" _ccs. ~ ~ i, !'Ii~,-• • . . •.• ~ HOURLY HEAT LOSS OeslGN i;\'1P~::tA1"'tJRe OtF.'~=tcNCa 2oct"2.. .:3-, ~;: §2,4 ~;: ~..Ul ~t•Ot1!91'n:.~n.-a-... "Jrf;: _ ~ J 0;: •.:!.Ti. t :3~ 'I" -fraffl 44-·. . ~1~FtocwC-v-.s~$olclr-....•.••.. UMt+Z •ATnc: J~6 4;: oil . . ~ u~ !'=leer C--V9!Qd Ulffl..nic1 SCIICII.. • • • • • • • ~: -~~ •,l:t~: J '·5 '4.• ,=.,,. ~ft ~ r10Cl'I • • • • • • • • • • • 7fl';c - CONCUC'i'1VSHeAT t.CSS .....,.45" __ :z_. _4-.....,_.o: •C.,,,_ • ":" .:,an tl"Offl .&G-· :A~u Of "'-"OtY, NM. ~ Of' ff /I: 11'"11'1 <:non 4-L ,,.~ o_ ,- ~1" m2ffl~G- II...,,., .,._C ICU.~ ca,s 1 l 19qq, x I· t O :c 33 .. 3<::fj>f,'7 3~1'ff' tt:-1, ____ x ____ x ___ _ ·'2$91 lC C.0<, X 3.3 • :¾E;p • ____ x ____ x ____ • _____ _ ____ x ____ x ____ ._~~-=-- 2.,q77 X Q• Qp°p X '3 .:5 • _4;._,.§;;:...;0.....i,J _ ____ x ____ X·----•------ $'549 x --x --• ------ ei:n.-----....aP....,;Qw· .::a9ta;,=: •• '"'----- ----·-x ____ x ____ • ______ _ -)$0 x O·:Ss x ...... 3-...3;;;....•,_ .. ;s ..... 9$ ......... 4 .... -.. ~ ! -s~q,5 3'tl.Uft1' ~wn oJ ~*i•· .uac;a..,.. .a . X ~ ~ :p • s . jOb I I ..:.t\, !1"1=tft ~-1 .................. iOi~l. r.iOUFH.Y He.Ai' !..CSS,e. • • ~'NU ... I •• ~ -~ -! ~= ,.., -, "'""1.a.M~ l • ..J~. -•. 2.=~;~ X )12?-Z ,3, !e¢r:: \~Ob __., ...,.., UU .; trcil'l'I ::c :_4i,r,~., .;.. __ 3 __ 3;;;_ __ :_: ,--~~-, tram t,..414 l 9,s~~ 3~""11" ,u,e _. • 11n• • 14~3$ 9 , .-.!~).~-~,N/h,o f t1tAI ltiAt-;~i-t:r. ~uc.rrn .. H .. n11 PROPOSED cn;.;;sTRUCTION ASSEr,mLY List of Construction Components 1. O. 5" gyps·um.wa.11 board 2.3,.611 mineral fiber· insulation · VENT~O ATTIC 3 •. 4. 5. 1 2 6. Sketch ·of Construction Assembly 7. Check one: ___ Waif Weight-.:.,___ 1b /ft2 m • X._....ctiling/Roof ___ floor 8. Inside Surface Air Film Outside Surface Air Film ,; Total Thermal Resistance (RrJ 1/Rr, O. er.lit Heat Tramf~r Coefficient (U) r-orm '1 R _{:).6L r,utlng Q.6/ l\ullnt flUtlf\f o.o_7C/ flutlnt -·- PROPOSED cr··..:sn~UCl 10;.,z A~.-SEt.~8L Y .-. . :S.1UCCO '-VA.I t --.~:----:-:--:'"'---:-----...... ;.;.··;;;,··..;-;;.· .;.;· ;;;;.·_---------------....:~------------- C ..... w=~~J-...-1 .. ~~~-2. ;::.;.____.M'1---~- 4. -.-,--Ceiling/Roof ___ F:oo·t· List of Con$truction Components 1. 0.5" gypswn wallboard ~ 3.5" mineral fiber insulation 3. liu.ilding paper • • r d t 0.875" 4. w1re re,n,orce s ucco 5. 6. 8. Inside Surface Air Fitm Outsice Surf.Jee t,i: film R I t.oo 0 .. 06 0.1a, . ~9.e_ 1'1c1Clni _o.Jz __ ~~ -------• _____ ,,,,,/ 1(RT. (,-.,.,.,11 flPJl ·, cJn\fer Cr:,,d{ici~nt(IJ) o.o~ ---------------------------------·-----------·-----------------.-·------· - LlFE CYC!...: CCSi ANAL. YSlS FOR HVAC SYS'i~~S - ;i.,oi-u 9 C:FNZ':?9d1' · #SAC: evne · A INmAt. SYSTSC C:::lS'l" . H---. . . -1 Mllll:M lical Meetitt1 l~OfflfflC C.,it $ // 3/ Z f I. l..lciclf'U. IMatl M«:\~ H.cU'lf ~\Ii~ S 6 8$ .CMtl"' ea, , ~ICIN CM&i"i !~uiOffllllft <!.a«----------!-C,c 4 ______ __ B , ~ ... __________ , I ( __ . -~------------· -') •-9 _______ __. l~ •·\..c· E~ /11.'I/ fl'Gffl 1-M t '"9ffl Tiote-1·l·-tN1ft TIOM 7•2 ,- s - 0 C-li1'1t- ____ l,:..I ... Z:.,..__ltrr,r-r.3/S"x 1s-c~ .!tvil"<r 1 • ,..r ~ INtffl i ..oi. i-. Cooll""t lnQ\lt ~ i'W ir1ffl' Form 5 -s. _____ _.. 70~3 s 1l , 14:0 s M•'"'f~ . T.01e 7,l _________ .....;;...;.;..,;;;;;..;;. ____ .;....;~~.;..------. __ ,, NIA __ , ) _..,8_._;J;.._ __ Jtu/lW.;JW'I s IOOOW•Ml(kW•ntl i mm r~•• ;., . --1--- •:::;.- Ll.F: CYC1..: COS'i ANAL. YSIS FOR HVAC SYS'iEMS Form 5 -.... ,.: 1 ~ Ga:t Wa Ii cfeoiet:~ ' IY'ffeffl &ype A INIT1.A1. SYSi!M c::JS't s C 0 ..._... . . . M~e:tt H•ti"f !l:viorTWnC ~tt..h._7._..8._ ... 7.__tJ _____ £C11 1 · ~ ~ IIWUII M..::!'1..-.ical Haeti"' Et.iv~ ..,l/:....,.Z.,_i,;6 .... ____ • i.,. l ~"' . M"11e~H:II Coolil'lf !qwOt'nffle ~-----------!Ct 4 -S \,,aco, to lftfflll M~ <:coll,,. tov.Offtfflf _______ i..,; 9 -s _________ , ouw . . . • C4ct of M.tt•i••s. ueot to Install M~'ltiai,, O~ 1C'ld ~r~·«l..f.!f21l1.j-tUt.tili.·1 c'kf18'! ~ :QUIPMENT REP~C~\-\ENi COS't ~lftt-\.J5q_05=z S 11 ( ,~,S'~ f ,/J'l/~ ) •-I 4<t'Z..4. $ r141S , .. EC11 • i.,.. I A . i4V ·· fflk'I\ i.-:-· ff'Offl T~• 1.1 tl'Offl iaoi. 7,l ~ ... __________ 1l <-------\ ------i,1 ··-t ------~ EC.• 1.,c EA ll'Offl WM 4 ftoclmTao1• 1·2 ttV 1"t-,, Tc1e·1.7 M.4.1Ni~NANC~ COST H..ciftt -\ "2.:S ,4-z iC,..m,ffl ~ 1 $ II __ o_._.D_:3 ____ x 11.::s21 .. ---11 -----~ MCfromT-IOl4 M --------.& 17.:2921 • __:2 _____ _. MC: trom r .act• 1., C..ilnc.---------~ • I '2. '2. s ;!::4 · · E.NenGV COST :x -.,c.;;; "2<,. -Z o, 0 0 o. H-.tiffit --~ _ ... 1 ....... P ..... "1:..1.o~1 ... 0 ____ 1tvi'!'f' ll g ,'3,3 :s ~, ,, yf'•$/ltl'Wfflot ltW•l'lf'I 10 _4_t __ ~_4_, ~ '"'"' ~tffl 2 c~ "°"" · """ tl"Om q " ~ J. Ta:,M 1~ Tete 7.3 _::) lo -, ~ ---------~~-....;.,;;;;.;..;.;.;__...:.,::.;;;~:...-------• ···-,, ______ $ ,7() :s /Oo,IJOO EI~ T-,._ 7•\ ;: lrcm T.ao14 7_. ------""l'ff' ~----·---.!tu/hrs-------Y"•S/l<W•t,f' M IT'offl 1'~14 7-. C,;,o1i.,., tnovt 1T'Offl PW m:im M•rwl•~WTr T~1• 7.J -_________ ...;.;.;.;.;,;~;;.;.~----.. -...;.;;;;.;;;..;..::_, ______ • ·--1! ------ --------StvJ(W.,,,, ,-,1000W•M/lkW•lltl i Fn,,n i' -,14 i • 1 TO'lat -······-·-·····---··---·--·-·--•--···-·--·ll.ir1c J • 5 • 7 • :o • 1:l • ,, • t~I 1is 745 JO% s ··-···· -=:.:.- !..IF~ CYCl..: COST ANALYSIS FOR HVAC SYSiEMS - .··<j I IILN1.n: Eat c ed. Ai1-, r:-«,; Eve cl ' .. · ~~-1.~\.~;,::, --~~-'' -. . A.. INm..i.1. SYST'EM .c::iri· ·~ M-.:.,wical M•tittt but0ffl4l'lt C:.,sc £ ·A k8 ~g· l.,,c,o, to lttCUll M.c'l*"'c:ai 1-14-ti"'f E-:ui~ ~ / 3 '7 Form 5 -~· '-... MICNl'IIQ6 Cooiiftf !~w~ c.,sc_, _________ !~ 4 ______ ~ • ~ to IMl:lll MecMot!ic::u~li"" (1111iOffWftt_, ________ '-c 5 '-.._ S __ -.... ___ _ s· · ~ o# Mac9Nls, l..acor to IMUII M~«;.1._ ~~ end ~f~~f tt'J I Oll[(/;ny ,dltr'l fq "5 ~3, B· !CUIPMENi' AS'UCS."11:N1' COST -./ . / ' . Mwtl"f,.. ;4-s4:.o5 1 "< ,7'.S-4:'z' _ , 1r9g ) .• _ a \"3~·:3 s 0 ' EC11 •I.it u.-~v fNffl '--l fNlffl T~ 7•l tfQtft T'aol• 7•1 c..11 ... __________ 1 <-------------> ·-9.--------- lCr • '-c UI, ~V tra.ft I.MM S from Tel• 7•2 mtm·T.aoM. 7•2 __ o __ ._a_g ____ ll 17.:S:1 • __;.J 1 ..... \ .... , ...... 1_$ _____ s MC lt'Offl T .oi. M -C..ll"f-------11 ..... P ...... ,o..-f ..... __ s11~s21 •--J2 ______ _.. - MC:~T~M 9 .'.I', so, 1'~ .. o _ .\ I '2~'6' '3.·4 -.9.r ______ .'rrl'i-W 11 .!tuJIY •-----Y"• $/'w.W •/<:f H ~ffl T-IQla i-i ~lin, lnO\lt ff'Qffl ?'f'4 fT'f.fffl ,o _i 3_,..,..:;s __ s. 13__.....\_,_,_~----s M•fflli&C':Wff 14014 7,:J - --------~------------------. ·--\$ _____ _, ....... Br ..... , o ___ Stl.llM•l'lfl :1;1000 W•IW/(lr.W•nrl i ,ttam i .c,lc 7. I T0t.N---···----··-··-----·-----·--·----·l\.i,,c .J • 5 • 7 •. :o • t3 • 1, • 1Sl ' ... , .. -- l.lF: CYCt..: CCSi ANAL YStS FOR HVAC SYS'iEMS Form 5 _, . -· A · !Nm.Al. SYS"r!M C:::ST' B 0 -- ~ . M~wa6 M-,,fli ~Ol!Wl"IC ~« .. ¢ ...... -.:..z.e.._..,· ~--------!C" 1 I..Mw'~ IIWt*I M~~ Hwti"9 a:;:::;¢;:g,: , t... l ">'f;BS , )S-30 s CN6' ... ~ICN Cooliftf !11~~ ~«-...... N ........ i' .. vt.--C:--------!C1: 4 --------s i..-tG lftftall M~ ~I.,,. h\li~---·-----~ -s _____ _ ,: OCIIW · · ~ ot Mft~s. :.,co, ~o ''""Cl l,bcffi•U. O~ 11"1i:1 l'~li~..;,-f.__9....,![l..._ __________ _ !CUIPMENi n :?UCS.1wiEN1' C:si )llwcM11--so~<;; s , ( _ _..x;o __ l~ • l..t EA' ffltfll u,,.: fl'Offl T..,.. 7•: s __ o.__ __ ) .·-a ___ a ___ _ r,.v f"Nft T aa14 7•l C.U...----------..-S I <-------_______ ) •-9_ --------~ (~• l..c 111 /1.V "-' l..lM t ll'offtTcae 7•2 fretn.Tat:i•• 7•2 MA1Ni%...,..:U'lC~ cest ~l"'f-~-sss iC,, /?oft, 1.itW l s s _.{l ..... ·,_.tf>_,J ___ s 11 .:921 • --J 1 MC lroffl r ..oH 1-1 CM"-"1---------~ --------s 11.:,:1 • --Jl ---------MC: hom i40!4·M c; /NfflW,w4 !NE~GY C::S"r H~-. )..S.Y..10CL aw 11 /. d 4 i ? • t..r ~ • £/(U14"!'t OI 'f.W • !WI . ~ '""" .c«m : ~ "'°"'. ,w .f'l'Qm e - 7 44:[0 ,: 10 a s "'2."<~~ tl ______ _.s ':'.a• 1~ 'T'c1• 1·3 -------------;.;;;.~..;..-...;.;;;;;;;..;..;. ________ . -, , 4 JJ7<5c., ------.ic 3:(/ e 91.u(tilffffl 0, ... w .. lwf . I lrom T•:11e 7,t , ""'"i'.,c.,. 7-4 -------~~s ___ , ___ .!t\iil'tr s------~•$/\t'l't•~ ),'I /Nlffl i .ci. i 1 C,;,oli"" l 110\lt ~ 1"W ~ffl M•t\1.11ac:;,.,i:,-r T 4:01• 7, ~ __________ ...;...;.;.~~------~;;;.;..;..;, _______ .. _,, ------- ~l,! CYC!..: C~S":' TNI -.. ···--··---·---------·---·11.;,,. 3. 5-1 -:o. ,: .. 1,. ,~1 ,:..:: !e --£.3 ,S:,S s j. u·nified Sc.hool District .·i I .. ' . : ' 801 Pine Avenue, Carlsbad, California 92008. 729-9291 "Excellence In Education" · . ., ~' ~· ' BOARD OF TRUSTEES ·it' : JAMES McCORMiCK · . ! . . . President . ·. ·. · · : : : ·• ':·, JOHN J. MAMAUX ·· Vice President ,. l ', JULIANNE L. NYGAARD Clerk· · .. ; ,: · • ! •• • ' ,•,:« JOE ANGEL Member : :; · : ·: ,, l I ', ,·_;. '1 - ,J, ! . l August 16, 1985 '' ' . ' 't ' ••• ,.;_ ', ,.,,.· .· ',' ,'• .:: . ' ,, .-, I • .. ·'·,, .· KAP Devefopment Corp~ P. 0. Box 2148 · ., ·.:· i ·. ; . Rancho: San'.ta . Fe~-tA : . 92067 .. · i : Subject: Schoo~,~ Fees . · :; · ., ., . : ' ' ; . ·: .. , 'l ... .. ' ' ' ' I ' • < I~ l .1 a I . ! : . '•. ';:"" •.,.,. J. EDWARD SWITZER, JR. Member . ! : , , ·. 1 DISTRICT : · .. ADMINISTRATION ·) ' . From foformation furnished us by the City of Carlsbad·, we note . · ·that you appli.ed for and were issued on May l, 1985 bui 1 ding · permit No. 85-18 for 6 apartments at 2603 Jefferson and 9 apartments at 2607 Jefferson, for a total of 15 apartments~ · · · . JAM ES M. S'f.AR-K ' , Interim Superintendent SUSAN-HARUMI BENTLEY Instructional Services DAVID WM. BATES, SR. Employee Relations K.C. DUNLAP Facilities/Services · , ;, <' ! .. ; : ' ," .. .' l ,, " ',l .,: ·; . ' ' • j • ·,, '. '~ .• ; ; ! . . . · It is requ.ire,d that c~nt'ributi~ns of $1,720 per· unit be paid tb Carlsbad Unified School District at the time the building permit is applied for jnd issued~ It is further required tha~ any payments not made by the developer when due and payable shall bear interest-at the rate of seven (7) percent per annum. We are, therefore, calling this··1natter to your attention. It will be most helpful. to us if you will advise us within the · .week as to your arrangements .for providing the District with : . the contributions .. The check should be made out in favor of , · /., .. the Carlsbad Unifi-ed School District in the amount of$26,25l.50 ·.,_·.;·: ·($1,720.00 per unit x 15 units= $25,800 +·$451.50 interest).· ·'·-:,·; · • • ' t • ' • ' ' ~ ~ : --' • -, ' ', I ! L ~ , ' ; ' 1 ; •' i ~ > • • ' ,1 ·, •: , Please c·all me a:t 0 (619) 434-0610 in the event there 'is some . :~ ,;-,· ;._- problem in .connection with this matter, ·as we would l_ike to get it reso l ved. · · · . . :Si.ncerely, · . Nancy Gillespie Business Services cc: M. 0reny~k, Bldg. & Plan.· Dir., City of Carlsbad ·njg . ' ~. -' ,_:: .. ,, '• :' Distinguishel School Board. Award 1984, u'n,ited States Department of Edu~ation . . . . ·_ ' . _,.,-~{{[~~ ' ·_ . ' :c.,:1~--ili~c-I b-: d 11H,· ;.·:-~.-~ ar s a 1.' ~~~}~ . Unified School District 801 Pine Avenue, Carlsbad, California 92008 729-9291 "Excellence In Education" BOARD OF TRUSTEES JAMES McCQRMl<;:K - . President ; ·, ,, ; 1 l" I . ' • I ' ~ . -: ·August 16, 1985 ·· . ·] .,,. '.: '' ' ' ' . ~ I ',1:.. ;' 1, I--, ' ',.:.i 1 .•. , JOHN J. MAMAUX ':' ' .. : : ' 1· : . t :l'_ • ; '' Vice President , ·· JULIANNE L NYGAARO . , . :."iKAP Pevelopment Corp. , : . : P •. 0. Box 2148 . . , . ; , Clerk . , ·. , _, , , , · -j ! . : .... ,, JOE ANGEL _, ,'Rancho Santa Fe~ .CA 92067 ' 1 1, ., ; j• -:~ Ii '' , Member . 1 J. EDWARD SWITZER, JR. Member DISTRICT ADMINISTRATION JAMES M. STARK Interim Superintendent SUSAN-HARUMI BENTLEY lnstructionai Services DAVID WM. BATES; SR. Employee Relations K.C. DUNLAP' Facilities/Services· --Subject: _ Schoo 1 ~ Fe~s · -· · . ' -~ . : '' • ! • : From information fu.rnished us by the City of Carlsbad, we note · that you applied for and were issued on April 1, 1985 building _ permits No. 85-l8..:4 for 9 apartments at 2609 Jefferson, 85-18-5 ; _for 12 apartments at 2611 Jefferson, and 85-18-1 for 8 apartments · at 2605 Jefferso~i·for a total of 29 apartments. ' ' • j ' j : ,· It is required th~t contributions of $1,720 per unit be paid to Carlsbad Unified School District at the time the building .permit is applied for and issued. It is further required that any payments not-made by the developer when due and payable 1 .. $hall bear interest at the rate·~ef seven (7) percent per annum. : ··_We are, therefore, calling this matter to your attention. It ;· --·:,-· · · will be most helpful ·to us .if you will advise· us within the 1 1 . , , _: week as to your arrangements for providing the· Di strict with _ . __ · ' ·. : the contributions. . The chec.k shou 1 d be made out in favor of . . . ,_ '' ·.'the Carlsbad Unified School District in the amount of $51,043.87 .·i;·_\,. :.($1,720.00 per un:it·:x··29 units= $49,880 +,$1,163.87 interest). :r.1.,:·- • ! ; '1 ..,, 1,, •, • , • , ~ t_.';',· ,t , I • , ~,' ; ·/ ·Please call' me at {619) 434-061'0 in the '·problem in connectfon with-this matter, : get it resolved. •· S;\n_c.erely, _ .--.. : . ,r · {~,~'t~ Nancy Gillespie Busine$s Services event there is some as we would like to '. '. cc: M. Orenyak, Bldg. & Plan. Dir., City of Carlsbad a/' - njg REC.EIVED AUG201985 CITY OF CARLSBAD ,i l • ,, ',. ' ·: -;. ~ : 1 'j'. -l,. . -· -· · _ -Building Department Distinguished School 8oard Award 1984, United States Department of Education ' I' Unified ·School District 801 Pine Avenue, Car1$bad, California 9~008 729.,.9291 "Excellence In Education" . BOARD OF TRUSTEES JAMES M<:CORMiCK President JOHN J. MAMAUX Vice President-. ... JULIANNE L. NYGAARD Clerk ·· · :. ; ,: ;, '',!. l '', .: ;. ,, . JOE ANGEL , ' ':. . Member · · ·' ). ~DWARD sw·rrzER, JR. Member . , .. · i i' ·l DISTRICT ADMINISTRATiON JAMES M. STARK Interim Superintendent SUSAN-HARUMi BEN'FLEY Instructional Services . DAVID WM. BATES, SR. Employee Relations · K.C. DUNLAP · Facilities/Services· ' August 2.6, 1985 .; ·. ! ,, ·l ! :. -. . .•.. '' ·.:.Received .. : ,-1, ,_., ·,,; '. '. 'I • •-.. AUG 26 :199·~ · . '· !, , ' ~; -. . ,'" .. -~ ' ' ' ' ' -f j , ' ( ···'.Mr. Mike ·Kup.fe~ · . · .. ' : KAP Development Corporati_on. · CITY 06 CARLSBAD ~ ;:. ' ~-' ' · · . : P. 0. ,Box "·2148 ·. : · · · · 1 : : ' , 16509 Zumaque Ori ve · :: · '. ,,.: · ·, ·. , Rancho Santa Fe, .CA ·92067 . Dear .Mr: .-Kupfer:· . ~ •_ ·, ,_ I . ' ' ,., ' ' ' ; ' I -Per out phone conversation on Friday, August 23, 1985, Carlsbad . Unified School District agre~$ to give you an extension of time _to pay the school fees by D~cember 1, 1985. :A~ we agreed ·o~er-the phone~ you wi 11 pay the fees on that date plus intere$t at the rate of 7% pet annum . · :since.rely, : · · · . · '~~~~ ·.N'ancy Gillerspie . . . . . .. Business Services _;· '! ·-.• c.c: :cny. of Carlsbad ' ... i .. . ' . . ·, ; . ,·,,. j l /· ' ' ,., i •. Distinguished School (Joard Award_ 1984, United States Department of Education· . o · A:.sbt:int City Mana~:,-·~ : , . · _. • ·. (7gl 438-5596 : . -:~. ·: . . . ~-. . . . - . . . ·-. -- 0 · Building Oep:ttt~-' ···, · · (71.4} 433-6~25 :. . · . , ' O Engln~ing·D~-: · i .(714}438-5541 · .,: , , ,;·. . .... -·., f Cl Housing & Red~ b"epaitrn,n(. · .. ·· · . · . . .. . .: · .. --_: '.°"' . ." ··:· : t· (1-14~433-5o11._., · · ,.· ·'·,·. .· ,. . . .. · .... '.··. , . a°P1ann1r:goap4lt.~ .. · --.. ·· .::.-RESIDENTI:A· L .. ·V.·A·L-·U~-ATIO!-' CHA"T EFFE. CTIVE . 7/1/83 R · (714)433-5591 -.-. · . .,. · . · . .. . ,t 1 "' ' r .· . ·------·7.-.-:,._., .. ,:: .. :·:,·· ••• e_._··,· ... .-.~·:~ .. ~ · ---. ----. t ·· . SFD DETACHED" .. ' .-·-., : .-.,_ ·-.. ~ .:. '.. ··· · · · x . ·ssz_oo -_ ... ·:··· ··.·.· ... ~~····: _· .· .. ·.· .. -. ·_ --.. --.. -.-.;___-.. -.-.____.:-------., .. ·~P~RTMEN~. ~~USES.&· .ATf~~· ~F~ · .. ~ ~.:,f':~ ~-_4:1 :00 ~ Ii 74,;· .-·,r2r ~. ':: ~~ GA~~~:·~R~A;.--... , ': -~. :• ~.-~.--:.:· ... · .. ·:.···:.-.:-:-:·:··/2_·:·3·°¥/. ~: <~ 12_0~. -:· ···:.id_"·11··.9~ . .-. ····.CARPORT-,-_,. . ., . ·· .. ::: · .. : .. · .. · . >.:'. ··.··\·::/{··: .:·/_-x · _":--·: 7_00 ·· ... _: .. · .. -·= ... /. ·· ... ·· t - .• . ~ - . : .. : , . -. . -..... . - ·_.· . COVER.EU PORC~,._,-:_·;,....: __ ::._;:. __ -_·,-_ _. ._· _·-__ ·. _._.-.·_:: .;..:~:....,-:_/_· -·_-.:::-' .. -'-: :...,· _ __:x .. .--4~ni ._· -_.·. . . . . · .. : ' ------------- :.COVERED.PATIO_--·_·._< __ ~:·_. ______ ·._ .. _':_ .. ·_· .. _:·_:_.-______ --:.·· x ····:· 4-7~_·_. _......_ __ ... _:··_·._· ___ _ . .. ~ . ·. ._:- BALCONI'E?/STAIPS/OECKs_· _,.----,.--:··_,: ---_· ·_: ~:x.:..:;· >-=·O;..:;() _ _,:··x: ·. ~ .· . · .. ···)/?#~ ' : · ,•,•; ·x · FIRE SPRINKLERS _______ -____ _.; ·1 :5a · ,., - l . RETAINING WALLS ---------------'-------' .x 9.25 I ·. POOL·s -----------------=----------" ·SPAS ----------------=-------_____;_ . -··· . . . . · .. · _ .. _.. ·, ... ,•. L. ••• 0 : .-.' • ..... ~ .. 0 ' 0 ' , • : ; •• • • • •'• '' . ; .. , .... x : . 20_00 X X · 2.40 $4.,200.00 .. -::_; ; ... ~· .. AIR --CmmiTION ING . ' . . . ----------------,----"...,.__..,....; , . ' . ' . ~ .. • . . ~:~ :·./ :~ ' .... : \ \•,. · ... . . ~:-{ . . . :'" ·. r-. I j '