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Home My WebLink About2351 FARADAY AVE; ; 85-78; PermitII) z 0 ~ a: < .... u w 0 a: I[ 0 u a: w 0 .... 5 Ill ii: w z 3: 0 z 0 i= < en z w Q. ::E 0 0 en a: w :,,: r:r: 0 :it I USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. I CARLSBAD BUILDING DEPARTMENT f Carlsbad, California 92008-1989 (619) 438-5525 APPLICATION & PERMIT D I hereby affirm that I-am licensed under provisions, of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. Lie No ______ Class 1 .... ------: .. ·:::::==:------A·v·.·s·T-.R·o·.--N·EA-R .. ES_T_C_R_O_S_S,.ST-. -----------·o·~-:·o·~-~-P-L_-,c·~-T-·f'-O_N ___ /._1/_/_.i_.3 __ ,.... __ -Z:_*:)_v_;___LU_A_T_&_~_N_/)--~--P-ER_M_IT_N_U_M_BE_R_~ 1 I CONTRACTOR CONTRACTORS P ZONE 1 ___ ..,. OWNER'SPHONE (!.. L P.tek t!elbliz: eJ;,,e_ 215 '3i'I j CONTRACTOR'S ADDRESS LICENSE NO. PLAN t.D. # I hereby allirm that I am exempt lrom the Contrac-tor's license Law lor the lollowing reason (Sec. 7031.5 Business pnd Professions Code. Any city or county which re-quires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the ap-phcant for such permit to file a signed statement that he 1s licensed pursuant to the ,provisions of the Contractor's license Law (Chapter 9 commencing with Section 7000 ol D1v1sIon 3 ol the Business and Proless,ons Code) or that Is ex- empt therefrom and the basis for lhe alleged exemption. Any violation of Section 7031,5 by an applicant for a permit sub- Jects the applicont to a civil penalty ol not more than five hun-dred dollars ($500). : OWNER'S M,'1,ILING ADDRESS 11--3~~i:3_1.')~~-~W~_J_L~. _'5_.k_/_/1_~----~+-"~-~~~-~------~~-~-~~~------1 D I, as owner ol the property, or my employees with wages as their sole compensation, will do the work, and the struc-ture is not intended or oflered for sale (Sec. 7044. Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon and who does such work hImsell or through his own employees, provided that such improvements are not intend-ed or offered for sale. If, however, the building or improve-ment is sold within one year of completion, the owner-bmlder will have the burden of proving that he did not build or im-prove for the purpose of sale) D I, as owner ol the property, am exclusively contracting with licensed contractors to construct the proIect (Sec 7044, Business and Professions Code: The Contractor's License law does not.apply to an owner of property who builds or Im-proves thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law). I DESIGNER l l"'::-D::-:ES::-:C::-:R::-:l::-:PT::-:l-:::0-:N-:O::-:f::-:W~D-::-R-:-:K--------~----------------1 DR €',IU S, ~~WIS ----=--=-----=--~-------~---c---:::----1--"-,---'~-~-~--1 I ---=------------~-------------.---DESIGNER'S AD RESS l ~E-~~'I-cLA.-, 0"")~_£2-Eru; "'3~::, L'f:-::c s-T ( / vO NO -- 1;l,! I e,I 'I I l CENSUS TRACT GP LAND USE PARKING SPACE RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT TYPE OCC LOAD FIRE SPA I AREA CONST ) Y 0: N D vO NO vO NO QTY.I NG PERMIT -!SSUE j MECHANICAL PERMIT -ISSUE PLUM Bl.,_ . -· ...... ,...,_ .. EACH F INSTALL FURN. DUCTS UP TD 100,000 BTU BUILDING PERMIT 001-810-00-00-8220 BUILDING PERMIT 001-810-00-00-8220 SIGN PFRMIT D As a homeowner I am Improvmg my home, and the follow-ing conditions exist: OVER 100 000 BTU -·-·· ---···---. -·--------· \ . , -·-··. _....... ,,,,-, -,-A A,TERAND/ORVENT BDl~ER/COMPRESSORUPT03HP -z-0 -PLANCHECK uu1-tl1u-uu-uu-Muo I .-,.J CQ-""'; "'Ji EACH ijUll.Ull'CU -.Jl.H'Lll /I EACH W'ATER HE -- 001-810-00-00-8221 ~LI\N vHtvl\ 001-810-00-00-8806 1 The work is being performed pnor to sale. 2. I have lived in my home for twelve months pnor to completion of this work 3. I have not claimed this exemption during the last three years. D I am exempt under Sec _______ , B & P.C. for this reason D I hereby affirm that I have a certificate of consent to self-insure. or a certificate of Workers· Compensation In· surance, or a certified copy thereof (Sec. 3800 Labor Code) POLICY NO, I I I I COMem Lt' I 0 Copy is filed with the city I D Cerlifled copy is hereby furnished : CERTIFICATE OF EXEMPTION FROM l WORKERS' COMPENSATION INSURANCE j {This section need not be completed if the permit ( 1s for one hundred dollars ($100) or less) ( D I Certify that In the performance of the work for which i this permit is issued, j shall not employ any person 1n any j manner so as to become subject to the Workers· Campen- sation Laws of California. { NOTICE TO APPLICANT: If, after making lhIs Certificate I of Exemption. you should become subject t~ the Workers· I Compensation provisions of the Labor Code, you must ' forthwith comply with such provisions or this permit shall be deemed revoked j i ( s·sYSTEM 1 TO 4 OUTLETS soILER/COMPRESSOR 3-15 HP --roTALPLUMBING 001-="s10-00-00~22 · _ --, ~ ~; .. ~ u;; "'";; ~ MET'AL FIREPLACE ELECTRICAL vv ;.;; lv-vv-vC-C22~ - LI EACH f.11:~ EACH GAS SY,STtM C nu ""uc TOTAL PLUMBING 001-810-00-00-8222 -· ----·--001-810-00-00-8223 L.LL\JI nlVML EACH INSTA~, ALTEF ._ REPAIR WATER PIPE . VENT FAN SING LE DUCT MECHANICAL 001-810-00-00·8224 _ -MECHANICAL 001-810-00-00-8224 ii,i oni:AKcn -----:i---MECH EXHAUST -HOOD/DUCTS _, :.::::~:::::.:: ::'. :'.: :: :: ==== I , ---EACH VACUl"' nnc.,vrn MOBILEHOME 001-810-00-00-8225 ;QFTNER RELOCATION OF EA FURNACE/HEATER ... _____ ,,_,,,_, ...... ,,,_, : f\Dl\lt-.1 fltl.lCH"\C\ WATER i / I EACH RQOI u11nm \tl'1v1uLJ MOBILEHOME PARK INSP SOLAR 001-810-00-00-8226 I• ' -- TOTAL PLUMBING T ~Q TOTAL MECHANICAL LJ.t/. -- QTY. ELECTRICAL PERMIT -ISSUE _{'/' 11 QTY. SOLAR -ISSUE .., ST.RONG MOTION 880-519-92-33 FIRE SPRINKLERS 001-810-00-00-8227 PUBLIC FACILITIES FEE 332-810-00-00-8930 --------------- Jg,_/.()__ ..Ji/-J'l - NEW CONST EA AMP/SWT1BKR L/-tJn COLLECTORS SCHOOL FEE -DISTRICT ['_ 1 PH ~ ~--STORAGE TANKS Carlsbad EXIST BLDG EA AMP/SWT/B~ ROCK STORAGE Encinitas 1 PH 3 PH PUMP San Dieguito REMOOEL.'ALTER PER CIRCUIT PLAN CHECK FEE San Marcos TEMP PO LE 200 AMPS OVER 200 AMPS LICENSE TAX 001-810-00-00-8162 -TEMP OCCUPANCY (30 DAYS) MF~ 1 "' .J.. j' f O 880-519-92-57 ?I 'j7,_ - CREDIT DEPOSIT L ,Ft-I -"> TOTAL ELECTRICAL 1 ~..r-TOTAL SOLAR TOTAL FEES PAYABLE I -,-.. 4K..f1, I,,! ~ - I [ D ' ~.,, '""• '"" ~. "' ••-~ ~""' I ffi' agency for the performan~e of the work for which this per-I ~ mit is 1ssued (Sec. 3097, Civil Code) I ~ Lender's Name f Lender's Address ! I I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE DECLARATIONS ,ARE Tf{UE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS * AN OSHA PERMIT IS REQUIREt FOR~EXCi\~ATIONS OVER 5' O" DEEP AND DEMO!.JTION OR CONSTRUCTION OF. STRUCTURES OVER 3 .STORIES IN HEIGHT Expiration. Every permit issued bytheBuilding Ofhc1al under the provisions of this Code shall expire by limitation and become null and void If 1he building or work authorized by such permit Is not commenced within 1.flO days 1rom the date of such permit, or 1f the building or work authonzed by such permit Is suspended or ISSUED: TO COMPLY WtTH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON-L.!a~b~ao~d~o~n!!:e!:!d.!a~t~a.!!oL!!tim~e2:a!!.!ft~erL.t.!!h~e2w!!o~r~K..ctsccce!o~m!l!m.!!e!:!!n.!:c:!:e!:!d..!:fo~r:.2ac..l!:e!:!!r.!!ioe,d~o~f-1~8~0..l!d!!i!a~s~.--'.>1'-... .,.."'!"''\l""---------------,..----"'I STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. l ALSO AGREE TO SAVE INDEMNIFY AND APPLICANT'S SIGNATURE Jf. OWNER O CONTRACTOR KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS., C .. O. STS.AND "'. _1. ( n __ .... /. ..... 4 r~~~~i~ i~!?H~S~~~/NY WAY ACCRUE AGAINST SAID CITY IN CONSEQUE:C~ o:_T_H_E_L)/_~__lll_r_ikuLk;, i / -.- Q) ii: >, ro 0 Q. E Q) I- I 'O 0 (.'.) c ~·· Q. Q. <I: I -"' C a: 0 rn rn Q) rn rn <I: I 3 0 Q) >- <fl rn Q) () 0 a: (lj ro 0 & di () C (lj C ii: ,.... I C • IB • ~ f (.'.) ' . ~ .8 () Q) Q. rn E: I 2 :c 3 . \~ l ', , , ,. ' ·: <,< --:--. -~,~-,. ,-.-,•-y ::··'.·+\:9.r:;,,c3t'~~ · · ·•• ·· · ~ · <·"--... ·.:,,·, ... •·· .. ,,i · · .. ,,... ·· ··· ·as-····7-a-· · ,, 1·•" "··-• .• d . . . _<·· .: (:'-'· . :, . L. ~· ·:··.· :>~ ::·· ,. ,. ·.,:_ ·· · · ·, . ~ ... :· · · · -.. :."· >~;~:.'~ ·rr:~. !~: < :-, -,:· :FoiJKi0:At10N'': .--< .· · : . ~1ELG>1Nsr1:;:c-r10N REcoRl$'. · , · .. · ,. · .. ,. ·--:,. ,.-1 V-} ~~tzt~totf.~1,{ . ; ..... ' -· .. i ::~~u,~Eo{ee?!Ic;.seJltrO~s : :J ...... :;t,i~EPQ,;~~NoTEt > .······· \, . ·~·:. ·._.:.-.~.;'~.:r~:)-J ' ' • ,• ....•.. , .. ,·. ' •.... •' ·. .c-, _, ' . ·--'j ·. . .t;~ •. ,.E. 0' -o·· .· ' RE0 .. IF INSPECTOR sj ' ....... , .... "" ., ............ ,. . .. ·INSP ·'!]· N· · ... , · .. ., . ,::, ·.-·GtiNrte-·OR'GR0UT: -·:.-·· ... ; · · c:Hs~KEQ ... AP..PRo.v.Ab . r. ',,; st/~: fBArvii:~fa,.·:ii[6t>R~~-,-:d :oEl.4!NG· sciLs ~OMPLIANGE '·""1. ,, .. / .... ' . . .. .. . 1 bAi( i ~~ - .'.sHEA:r'r.ffNG :\·· t:i·::Rooi=·-. b: SHEAR ... _PRl(?R :ro,: . . . . . ; :< .. ·;···, -~··;:·",:,·,"; .. :." ·:,.:' '."'_' .· ... , .•. · .• ···· ., F9~1'\1r;:JAT:lONIKJSP.. .··:~ 1 ·I . . . -.~~:r:io·~::tj~_;(I/\: ;-,~-: --~. · ·tt~~~~~i~i;_co~CB~tE .. :. l 1 • .. _~.-.::.-...... s:;;.;:.t:·:..T····,o··-·N: .... '.:··:::.:·, .. :,·..... 'PREs:r~i::s~E0 .. :· 1 ··, ,,.-, ,, . . ,IN v . I'\ , .. , . . . . . _, . . c . c· .E .. , _. ·.. . ,l~ .J ·, · ......... , ..... ·· ··· ··: ·· · <DN·B TcE. . ,· ,1 r: ·:: ·-.. _ .tNTERibr:r t,t(H &J5RY:WA1;.L. .. _ ._ -f " :-'-... .. _ p2i!: TE~_s,qNEo_-. · {,-· ,. ' ' ',,:. . ; . '. -~\ 'f \. ) ,. . . ,_CO('JQRE'f~A"'; ~ l .. J ..... , -I. :I "· · P.tUMB1Nt;:',r·:1I: ·· ··· · --:ff;$.· Fi'iu:iwEi:0·,NG · 1 _ , _, . -,. -. . 1,.. • . . , . ---~ _ ,t ,. l' ". ~---~---;;;: -- . ·~,. -_ - -~ ,)-~:·,~-~--· ...... ~ ~ ,, ~~.A'~~-~-;~,~~-' . :, .· -·· -\.~ittt ,I -~ . r::.. ,; ' :i:. .,} ,_;:, ~~..i, .. \· :-; I: ~::: ·-.-.·.:,_;: ;:·: · ",, ··n:.s]::WER1 AND -i~uc;·o: .to ·1puc::;o . Hl~\fi. s1aE'.N.1~tH , .. -, . . . ..:u"Nb613G'RBWf\Ib·;:,~b,\iitA'$fE'·~ti: A~·~A · ,f;l~~TS ·;· ... --~" ·:_. ;, :. 1 • --.,. ·-'. L.~ ' •.' .. • -. ' . "' . ·. . . . '' . . . . ' .. ' . . . ' . ' ,_ • ' SPECIAL Mit{ONR'I'·' ' ,, .. \f,,t ~· ·:~:, ~. t:~.;<1:--{1 ... ~· _·: .... ,..,,, ,, ,;_:_ ... ~~:_ ,--' . ~.: .toP·0wt~< ·ti:WA$tg.·. . g·. rAti;Ft , -:\, '··:~. . 1: --1_ , 1 •. it·: lfl:J~:.ANP ~Howr;f:l PAN·., ~-;.-·s·-·r~\ l( ·<J ,:' ;, 'r:w1~:,::~:~.:.::~R~,TER. ····, ,._"""""'' ·:~SCA>s,,~N~Z-/ ', J ... . '~ . _'. .,. , _r, . , , , , , )itJ/ . O, l;l,EQTRl9 U.NID~RGR9UND : ·. ·.U_FF!=R · . .-~~\ \,, -"',, .. ,. . . ·-:·r> .• , __ ,.,..,., ~-~--~ ·':';/: T-::·.: ~-.. · .... -... -·~·-', ... ··. ·:::-:. -.··· I Ro9'GH ~.Li;CT:.RIC -.. . ,. . .. --.. .-,,,::-. · -~ ~: · . ·····~ ·1: ..• ' ---------- 0, ELECTRt(>SERViCE .. D tE.MPORAitrv.-·· _ .. . : ··. . ''.i:''7'. ·:·: /i · c .:. ll_ \. ' ~ ,c·,·. -:l . ~-' / t l, l I, .., I~ -~'-_;'_' ',-~-~: •:•' ,.,, ... _,"-.,'_,,_'_c "\ ,'.' •,:,. "\.,);: ~ -•• '• -•, .-... ~., ~ ..... <-., Jr CJ aoNDJN~:. : .. D P_bOL . ..-i: :___;__ . '. ' ll --·---'I lL · : ... MECHANICAL ·: · "---' . -. ' . ~ .. . ·.~ J_ ,,,, 1--' ) ·.!, ·'fC..'• . ·.1·, -: , -.... ,.,.-, D owpT:&~Pl,.EM,,-,:. · ... p_·BE·F:-~)PIN9·.:· -.~·HEAt,~··AiR-COND.S~STEMs··. J:--- • • -• 'l . --.. , --' : " " ' -~ •. • " , "' ' ~ I • -, ? I~ ···-. . . . . < ·l j __ ,. . . + I .. 11 ' .. VE;NTI_LAl'ING. SYSTEM.$_ r '1 :{ti r-r~ -·fv/c-: --\. -1--r,·'T~; ··:. 1 , i( • b~tz:,r· ji.:.---_ ... _ -~, __ -~. -~ \ ,\_ ~· ~--,~-T' :.. ~--.. _,:-! -'. ,;: ·-, -, ' -... :, CALL FOR. FINAL.JNSPECJJbN .Wf/ENALL_~·'JJpRbPRiA ti;, _.. .. ]TEMS ABOVEHA'iE.B'EEN APPROVED, . · "; ·,. FiNAL; ,, ., ., ... , •·'-> r··· ··--~ ....... 'r· -. ., ~ ~ · · ·~·, · · --. · · _·. !' -· r--.rJ--t~·. \. ·-= ·-< t:.:.:... .. r ..... : :, -· _ _:,;-;:; -... _ ,-.-:.--.:~ -1-'t-;: ~ ........ (~;·-::---1; --· ... -· :·_ . · Pl,..UME,31NG, . _ . .:'. ~ / .. ":·· :''. "' ~ .... -,-.. ,:. . 7."A, _. f ,,, ~-: , -. _...,.... . "'.: ELECi::RICAL < '>< .' • M EC.HAN lcAI. .... _'.L..-"-----'-"": . .,, . I • b' :1, ' ·--- . !· .··(: il . ;'' .. ~,1\ ~'-::-:..:1, .-.1~ . :--,, ~' '! . I• _.·-, , •• _, __ •__c •• GA§ : · BU.il;Dfl',!G\ • ··~ r . -~;. , ~:, ':L '·{'.;·:I/·>~~\ ·. . : '~· . _, ·c :: · 1 . ~ ;~'. · 1 '. • ~ . . -1 . . ·I , .. -····· -,_ .:~---t:, ~-. . .. ~::: ,_J;_._, $PECIA~:CON,_Di:i!fONS': · " L . -· ... ·,,h'• .... :~:,L _, , -:· --" , t-~ -~1-_! ·-· ~-,~ "' .:. •. • ----_; ~~I ,_ I ·, . ' i ,_ -£ : .:_~ ' -~ • .: ,:., ;_,:.:..· ·-~--.,.! .. , ~~·-- '' ~ .. ¥,~:... _'·,,;;·L.c ::~~;_1-i "-·-' . ..-":, -~ \ -~ ·.;. ... -"-._··:}r ;..;..~, ,·_, ~ .. :· -ft~-~YJt'.:~!I -+ • • ,..;-. -, ~-·1>r;;_ -~r"!'t. iit\?'.~t;j.,~i4..-·· , :_ :-. -;;..,-t~_.. ··l!'e~· :· ·'-~.,f~;," ;;>nr;;·. ·. _ :·_,"»:" ·,i!,~t .. ~~ .. ~/lh:,...-,' -"'* ''-''-=f::t~"!·£'.c .-\· '. - -~ ... .., .... -. ,, ~-"-""----~----'"~~-2-' ... . £r.~~ · ,· :.·, ., : '~J' ·:,,:-'., \ ;c-~ ,,~,,-::~r,Th-tS/! . ·• c,occ,,,;•;.,-«-{{'rfff. ~ f:\ i_1~ ,, ·: t 'f t"·'iJ~~ ~-~-~--:: " 1: . .,,_,,, .i J:!., tt .f:/ ~· --. . ' .. '_. . .. ,,___. -1,:· l)- ' '' ' I ... ,. • J ~~-,>-' ,' \: .. ,,. ... . ~ .. ---- '. ,..~, ~-. . . -. ,, ')' ' '(:· :~~\';'~~-~~-- .;: ·.\1'1-i ~ ~ ~j \, i: ) .. ; (~ . '~:i-~ .. t·~-~ --:< ., ' '>j ·-~~ ;-~'£:'.. .} -' '. •ac /:,:~',,' -~ ~· -·'--·"': ~--, ·, ·-It t ---;::~-~~-; -. ·,. ....,-,:....""'..,' .... _,,,, .. City of Carlsbad 1200 ELM, CARLSBAD, CA 92008 • TEL. (619) 438-5525 rJob o()~l ,-, , / 1/ Address I -r r owner ~--I --~"' . I.·::::-i__,. . " .\' \ i--! ( . -, I . ,, .. , C-Y Mailing Address -i < / \ .J I / .,,-:_ !-} (', ...•. t:. 1_.,,_:i;'· City rZip Tel. ,-:_I --t ~ ' -.~ ........ t .-.... ::-, .i. "".: -( ~,', __ , (_...,.1 Contra_etor L ,--=:: -~. \ ,_· c..~;:::::. Address :,_ ( '-'~, l,,.J. t I. .. -'·. :-( t·,: --f.:.: '-V. •;:::, ',,'--- City I Zip Tel. ' q,: 'c·t c'"J l:..:....,,.f ... ! ;·-'' {"_•-;-:., State Lie. City S. Classif. Lie. No. COMPLETE FOR PLAN CHECK ONLY LEGAL DESCRIPTION L. _r(' t.-\. C ;J /Z. r /' L,{.:,.) fh p /.-,....'-,_ -r;:."7~ 1-., .- t T I -. JI -I ,_') \jMlt •Li,-, ( ASSESSORS PARCEL NO. ci-Z: -tJ:7-(") -:z,t DESCRIPTION OF WORK ('.:--, 5""'.._;:,_') ----~J~ r-,. '_) i:;;. 1-;;:.I ,-_ {' __ ( /, .... J..£ --~~-4-1 ~---;: ,. ·_/' A, L./, r.:. J ~-- -. ' ~,-...,. '-""'---· ' :,., I -, _) I -) I , -· -,... _ _,,, I A- I I I 0 ,J..iti> JI!. (2_ I ·=--~~ ·"' PLAN ID NO. Pr-Ji'/ // _, ' ('j :..f DESIGNER ADDRESS ,:; 'D-f. b ~----"' . ..-. LJ 1:z, .. .:5.,..... a:. . .7) .. y PHONE ---.a ,::;.. o. / -(.~I I CONTACT PERSON (-'...__.__-;,_;-•.,./I{-;, t1 /-/-,';":'.I>,<./ A,v. ?"h-:;;"' . . ·, ·, ~-u-. _, i'~ ~'r-.. ti~'-· Signature of Applicant ;:·__,,,_., 1' _.,~. -, 'J,, -" 77:Date ,.c--, -;;;;-',-'·"'.; .. . ... \.. MISCELLANEOUS RECEIPT MISCELLANEOUS FEE RECEIPT D * PLAN CHECK FEE 01-00-00-8806 D VALUATION D DEMOLITION D HOUSE MOVING D PARKS AND RECREATION FEE D PUBLIC FACILITIES FEE D SCHOOL FEE -DISTRICT ,0 Carlsbad D Encinitas D San Diego D San Marcos D CERTIFICATE OF OCCUPANCY n n n n n n D D D D D TOTAL FEE . . . . $ -, ,· - *WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE FORFEITED TO THE CITY. COMMENTS: - White -Applicant · Yellow -File Pink -(1) Finance (2) Data Process Gold -Assessor ""I - ) APPLICATION.FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD ENGINEERING DEPARTMENT 438-5541 FOR APPLICANT TO FILL IN BUILDING ADDRESS OWNER MAILING ADDRESS CONTRACTOR CONTRACTOR'S ADDRESS ' ·-·-· .. --- f 'i!..__ i,;, '" - . ·-~. ~. ·-··-·------~--~ -··' - ' - -. ... ' . ,. NEW BUILDING I EXISTING BUILDING I LEGAL DESCRIPTION . '. •.' J, REMARKS: LATERAL LOCATION t;; I I /' '\ \.. 1,./ I ST. "·· I . \.V LA'TERAL NO. _______ INSTALLATION DATE ______ _ ( -:,~ .:.,,,1t-I .\ \) SE ,• ISSUED BY ____ .:_'_. _____________ _ DATE ISSUED-----,,---:---~-------- VALIDATION / j • ,~ ' I ._ l. !t I I I t· ,1 LATERAL CHARGE COMPUTATION STANDARD 4" (Max. H. 30', V. 10') _________ _ OVER 30' H. ___ @ ____ FT. _________ _ OVER10'V. @ FT. _________ _ STANDARD 6" (Max. H. 30', V. 10') _________ _ OVER 30' H. ___ @,~ ___ FT. _________ _ OVER 10' V. @ FT. _________ _ TOTAL CONSTRUCTION COST---------- SERVICE CHARGE (REPAVING ETC.) _________ _ TOTAL LATERAL CHARGE _________ _ LINE COST DATA ASSESSMENT DIST. NO.-------------- FRONTAGE ____ COST PER FT. ____ TOTAL __ _ OTHER ____________________ _ -;,,c I! .. fl ,. f • t'-, J ,.. . , , ., / NO. UNITS,._,..,_ COST PER UN.IT·_· ---"-TOTAL _.· . 11 CONNECTION Fl;E. , .. PUMP STATION FEES NO. UNIJS ___ COST PER UNIT ____ TOTAL __ _ ,..~ .,_ .. /.., I } TOTAL CHARGES (LATERAL ETC.) __ .... _.;_,,.._,r_. __ • ___ _ '{'/HITE: l;ngineerlni GRE!=N: Finance YELLOW: Sanit<1tion PlNK: BuildJn~ GOLD~NROD: Permitter FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 85-78 DATE: 7-17-86 PROJECT NAME: __ ..._F=a=r=m=e=r=--'---=s=--_I=n=s-=u=r-=a=n=c=--=e=--------------------- ADDRESS: ___ ___,2=3=5=1-=F=a=r=a=d=a=-'y'------------------------ PROJECT NO.: _______ UNIT NUMBER: _______ PHASE NO.: ______ _ TYPE OF UNIT: one story claims offic~UMBER OF UNITS: l CONTACT PERSON: non Canning CONTACT TELEPHONE:,_-'.4~3_.,.8_-...,,1 .... 2....,5..,.8,..._ _____ ....:..._ ______________ ~_ ~Ny~PECTED d l YfJ__ DATE 2--1-!h INSPECTED: INSPECTED DATE BY: INSPECTED: INSPECTED DATE BY: INSPECTED: FOR ALL DEPARTMENTS ' : -~ .~ APPROVED APPROVED APPROVED, ~ ' . ~I DISAPPROVED DISAPPROVED DISAPPROVED Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire j! FINAL BUILDIN.G INSPECTION PLAN CHECK NUMBER: 85-78 PATE: 7-17-86 PROJECT NAME: -~F.._a=rm=e=r,_'--=s"---__,I=n=s=-u=r=-a=n=c-=e'------------------- ADDRESS: ___ __,,2....,3.,_,5 .... 1""--'F"--""a.,,,r-"'a"".d""'a>.!y'--,----'----,-------------------- PROJECT NO.: __ :P~D~~~~7~()~-UNIT N.UMBER: _______ PHASE NO.: ~----------c--- TYPE OF UNIT: one story claims offic~UMBEB OF UNITS: L. CONTACT PERSON: na.n Cannjng CONTACTTELEPHONE:_...,:A;,,...3...,8c.,..:-c:..]........_2..,_5_._.8 ______ --'-'-----~--~-----'------ INSPECTED~ ~ BY: · . • C2C-'?L::: INSPECTED BY: _________ _ INSPECTED BY: : DATE I / ,/'_ INSPECTED: 4 \ ¥°, P'tt.? DATE INSPECTED: ---~- DATE INSPECTED: ____ _ READY FOR ALL DEPARTMENTS APPROVED_ X DISAPPROVED -- APPROVED --~ DISAPPROVED· __ _ APPROVED. __ DISAPPROVED· -. __ COMMENTS:----------------------'--------'---~-------- (!,R,_Ht,j.b 7/Jz · o K--1/*'v Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: DATE: PROJECT NAME: __ _;::F;__,;ac.;:_:rt __ 1.---n __ ~"'"'r_'_:;..---• _.;..;:I=n=.J---U __ X---"'.:ln __ O_t.;.:l ___________________ _ ADDRESS: ----=2_3_.S_l_F_;;)_.r_.J._·_~_a=y ______________________ _ PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: _______ _ TYPE OF UNIT: Oll{.; S'i:.Or'./ cl.aims officiNIUMBER OF UNITS: 1 CONTACT PERSON· Don Ca.nninq CONTACT TELEPHONE: __ '1=·=3..,,tl'-----=1=;.=" :;,=-·· =o ________________________ _ ~~~PECTED~ INSPECTED BY: _________ _ INSPECTED BY: _________ _ DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: 7,,-Z/-f?f APPROVED _J{__ APPROVED APPROVED. __ _ READY FOR i'iLL DEPAR'j;l,IFUTS DISAPPROVED __ _ DISAPPROVED __ _ DISAPPROVED __ _ COMMENTS:----------------------------~----- Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire • • • FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 35-73 -------"--"---------------DATE: 7-17-86 PROJECT NAME: Farmer's Insurruico ADDRESS: ---~2~43~5~l~F~a=r~a.=d=a=v....._ ____________________ _ PROJECT NO.: _______ UNIT NUMBER: _______ PHASE NO.: ______ _ TYPE OF UNIT: one st:.oey claims offio~UMBEROF UNITS: ~f __ =l ________ _ CONTACT PERSON: __ ----""'D=o=n=------cc=a"-'. n=n=i=no:..:;g.__ ____________________ ~ CONTACT TELEPHONE:_-'-'-/!,..,,..3 .... B._-_,,1...,.?....,~5=B'-'----------'------------------ INSPECTED Efv BY: _________ _ INSPECTED BY: _________ _ INSPECTED BY: _________ _ DATE INSPECTED: DATE INSPECTED: APPROVED_ "'t-DISAPPROVED __ _ APPROVED DISAPPROVED __ _ APPROVED. __ _ DISAPPROVED __ _ COMMENTS: -----------------~----"------------ Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire 'ltitp of Carls&a~ REQUEST FOR INSPECTIO·N RECORD Tl ME: 1 ~,/ ~~:~~OR ~~~--+-c-:6:---=--~-=c----=-"-DATE.BUf/tAY ADDRESS 2¾ ~ REQUESTED BY _____________ PHONE NO. ____________ _ BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT· GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWAL~---rrrBJe D FINAL C) ~ /' irt !Jt ,-------------------' .... PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL PERSON TAKING REPORT ____ _ ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS ___________________________ _ Ready For Inspection: D Monday. D A.M. D P.M. D Tuesday D Wednesday D Thursday D Friday Page2of2 kAl1\t-li ~'(STEM l11<P.) Aok---fLlSltWG t ,-.,,,~ -----~~ll!::---l00f"'6 l 1'<f'~ VE~TIC.AL SOfFIT/ WlNOD~ HE.f\O WALL SEtTIO~S A&Uf'fnlG AWo1'ttf.~ fflAiIPJI\L FIN\SW · jff.\WjS RW£g~ M\\1'~E t ~:::;:;:::~~"{ \ RE.\)lf~C.\W(, MESH -:-6:nnti~ ttlSULfrfiOtJ 6t>ftRD ~;:;:;v fKtMUS A~KEM Mt11111£ ~-l1'-'~~U6S'fMTE Report No. 2728 f'Rf!.~PEi ..,/ fl~Sl,H\JG VJt>O~ Ff-AM\t,1{; @ F LOOP-. LltJt. NOif. : DE'f AILS AU. M0110 SCALE INSULA"flOt.J e lOtNER ( .... ( International Conference of Building Officials RESEARCH REPORT filing Category: EXT;RIOR COATINGS EXTERIOR WALL FINISH AND INSULATION SYSTEM DRYVIT SYSTEM, INC. ONE ENERGY WAY POST OFFICE BOX 1014 WEST WARWICK, RHODE ISLAND 02893 I. Subject: Exterior Wall Finish and Insulation System. n. Description: General: The exterior wall finish and insulation sys- tem is a four-component system that may be applied to vertical substrates of masonry, concrete, exterior plaster and core-treated water-resistant gypsum sheathing. The four components consist of expanded polystyrene insulation · boa.-d, a woven glass fiber fabric, an adhesive and a synthetic plaster finish. Sec details in this report for typical installation. Dryvit Insulation Board: The Dryvit Insulation Board is a rigid expanded polystyrene insulation board with an average density of I pound per cubic foot, Class I flame-spread rating and a smoke-density rating not exceeding 450. The board has a minimum thickness of ¾ inch and is available in widths of up to 24 inches and lengths up to 4 feet. Dryvfl Reinforcing Fabric: The Dryvit Reinforcing Fabric is a balanced open-weave glass-fiber fabric made from twisted multiend strands and treated for compatibility with the o<her Dryvit materials. Dryvit Primus Adhesive: The Dryvit Primus Adhesive is a copolymer dispersion with a quartz sand aggregate that is made to be mixed with Type I portland cement. Dryvit Finish: The Dryvit Finish is an acrylic copolymer dispersion of air-curing material made with quartz sand aggregates. Application: The substrates as listed above arc to be structurally sound. clean, dry and smooth, with all dust and deleterious materials removed. 'There arc to be no planar irregularities greater than v. inch. 1ype I portland cement is mixed with the Dryvit Primus Adhesive with a ratio by weight of one to one and is applied to precut sheets of the Dryvit Insulation Board. A ribbon of the mixture 2 inches wide and¾ inch thick is applied arol!nd the entire perimeter of each board, and ribbons of the same thickness'and width arc applied at 8 inches on center. The board is then applied to the substrate with an even pressure over the entire surface. All ~int~ arc tightly butted together. Using a stainless steel trowel, the mixed Dryvit Primus Adhesive is applied to the entire outer swfacc of the insula- tion board to a uniform thickness of V,6 inch. As much as one cup of water to five gallons of adhesive may be added to enhance the workability of w mixture. The Dryvit Reinforcing Fabric is placed against the wet adhesive mix and, by troweling from the center to the edges, the fabric is completely embedded into the adhesive coating. The reinforcing fabric is continuous over the comers and is lapped not less then 2½ inches at fabric edges. After the Dryvit Primus Adhesive coating has dried hard (nominally eight to ten hours) the Dryvit Finish material may be applied. The material is mixed with a high-speed mixer until a uniform workability consistency is attained. Clean water may be added to adjust workability in accordance Report No. 2728 Ma>~ 1983 with the manufacturer·s instructions. The coating is applied with a trowel directly to the reinforced Dryvit Primus Adhesive. It is applied and leveled in the same operation. When the finish has gelled, the desired texture is achieved by using a variety of mOlions with trowels or floats. The final nominal thickness is approximately V.6 inch. The wall finish and insulation system on core-treated water-resistant gypsum sheathing with the latter attached to minimum No. 20 gauge steel 5tuds with 0.16-inch by I ¼-inch-long. pan-head, self-drilling screws with a 0.43-inch head at a minimum of 6 inches on center can resist wind loads of the following magnitude: ½-inch sheathing on studs at 16 inches on center-30 psf ¾-inch sheathing on studs at 24 inches on ccnter-20 psf Where the wind pressure is from 30 to 50 pounds per square, an alternate exterior wall system on minimum No. 18 gauge steel studs at 16 inches on center involves the application of 3.4 galvanized self-furring steel lath applied directly over ½-inch water-repellent gypsum sheathing. attached to the studs and tracks with 0.16-inch-diarneter, I ¼-inch-Jong self-tapping ~-head screws at 6 inches on center. The Dryvit Primus Adhesive and 2- mch to 4-inch insulation board is then applied directly over the metal lath m accordance with this report. Identification: Material containers are identified by the manufac- turer's name, address and the product name Insulation boards are delivered in sealed palyethylene bags bearing the words "Dryvit Insula- tion Board." Addiuonally, one edge of each board will bear the wording "Dryvit ,..,..,......,,..--.• • ICBO Research Report No. 2728-RADCO (NRB-204 ). '' One board in each bag will bear the same wording on each face. III. Evidence Submitted: I. Weathering. physical properties, load, moisture absorption and diversified fire test reports. 2. Application instructions. 3. Product brochures. Findings IV. Findings: That the Exterior Wall Finish and Insulation System I!; an alternate method of construction to that specified in the 1982 Uniform Building Code, subject to the following conditions: 1. Construction is as set forth In this report and the manufacturer's Instructions. 2. The Insulation board Is separated from the building Interior with a thermal barrier complying with Section 1712 of the code. 3. The system may be Installed on combustible or noncombustible exterior walls, provided the insulation board does not exceed a 4- lnch thickness. ,. Installation Is by trained applkators approved by Dryvlt Sys- tems, Inc. This report Is subject to n-examlnation In two years. •Numbered code designating block moulder. ICBO rt starch reports art inutd solely to providt i,iformation to Class A Mtmbtr:s of tht organization 11tifi:Jng tht codt upon which tht rtport is based. Rese1Uch rtports art not to 1H construed a.f representing aesthetics or anJ olher aurib11tes "°' speclfical/y addressed nor as an tndorstmtnt or ncommtndationfor IISt of the subject report. Thi.t rtport is bastd upon indtptndt11t tt.ft.f Of othtr ttehnical data submilttd bJ the applicant. Tht /CBO technical staff has reviewed tht ttst results and/or other data, but dotl' not poswss ltstfadlitit.1 ta make an independtnt wrification. There is no warranty by ICBO. exprtsud or implied, as to any "Finding" or olher matter in the report or as to any product cowrtd by the report. This disclaimtr includts, but is not limited to, mtrchantability. Page1 of2 • Testing Engineers-San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 JOB iiO: 4063 JOB NAME: FARMERS INSURANCE REGIONAL JOB ADDRESS: HEAJ!9UARTERS 2~ f ARADAY AIJE CARLSBAD 1 CA 1 0 1 CITY OF CARLSBAD BLDG INSP DEP H~OO ELM <-~VENUE CARLSBAD, CA 92008 DISTRIBUTED TO: C,L. PECK CO {-)IF HOLDING CO ATKINSON1 JOHi!SON ts SPURRIER, DEEMS/LEWIS & PARiNERS ENGINEER: Roy E, rloore 1 R,C.E, I T.H,Chap1tan 1 R.C.E, / Willial'l L, Patrick 1 R,C,L TESi ING EifilI NEERS-SAN DIEGO CITY OF CARLSBAD BLDG INSP DEP C,L. PECK CO CONROCl( REPORT NO: 6904 CONCR_ETE COMPiESSION TfST DHE: 0211-1/86 CYL UN· WT AGE@ STRENGTH P-~ DATE OF MIX DESIGN SLUMP MADE TIME IN TIME OF CYL THIS TEMP LOAD PLANT DIAM NMBR PCF TEST TEST DESIGN POUR DESIGNATION INCH BY MIXER DAY SET/MllRI( F t4MBR CODE INCH -------============ ==== ==== ======= ======= ======= ==== --------==== 1/07/86 C53~CWP4 3 0 0 :0 3/00 0 0 1:3 l1 20120 7 LOCATION IN STRUCTURE: 20121 COMPLIANCE: 28 DAY TEST COMPLlES WITH SPECiFICfliimm. 20122 6 COMPLIANCE: RECEIVED FEB 141986 -crrv OF CARLSBAD , Building Department . PAGE tlO: 1 P"ORl.t ~ JP f :·:;J~rJirfJffi Testing Engineers-San Diego l1 ·: l[j) A Division of United States Testing Company, Inc. '!l!J ' 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138(619) 225-9641 r-::_ ", :'j) 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 757-0248 LAIIORATORY NUMBER SD85-2020 REPORT OF TENSILE TESTS DATE November 5, 1985 406350 FILE No. Joe, ADDRESS: Fa~rs Insurance Reg, Headquarters 23,$1 Faraday Avenue, Carlsbad, CA OWNER: ARCHITECT: ENGINEER: CoNTRAcToR,C.L. Peck Company HEAT NUMBER DESCRIPTION NOMINAL DIMENSIONS TEST AREA, SQ. IN. YIELD, LBS. T~NSILE STRENGTH. LBS. YIELD, P.S.I. TENSILE STRENGTH, P,S,I. Y,, ELONGATION IN 8 INCHES BEND OR FLATTENING WEIGHT SHIPPED. LBS. GRADE 851328 r/J 9 1.00 74,550 117,540 74,550 112,540 15.0 60 851733 0 5 0 .• 31 22,330 33,170 72,030 107,000 12.5 60 851550 0 6 0.44 42,425 57,130 96,420 129,840 13.0 60 MATERIAL: SUPPLIER Judson Steel DATE SAMPLED 9/30/85 SAMPLING TIME SAMPLED BY 851603 (/) 7 0.60 43,805 65,424 73,010 109,040 14.5 60 Testing Engineers- San Diego 851645 0 8 0.79 52,800 80,950 66,840 102,470 15.0 / 60 -H-EAT_N_UM-BER-----1----------------=--r nMVr-,'\_/\7--;'+-\~-f'tJ-l;f+V~f---: DESCRIPTION ,_(\'-/ • Bf \J \ NOMINAL DIMENSIONS TEST AREA, SQ. IN. YIELD, LBS. TENSILE STRENGTH, LBS. YIELD, P.8.1. TENSILE STRENGTH, P.S.I. % ELONGATION IN ___ INCHES BEND OR FLATTENING WEIGHT SHIPPED, LBS. GRADE \Ju , \\ \ RECEIVED N-OV 131985 CITY OF CARLSBAD Building Department COMPLIES WITH ASTM A615, 60 GRADE REPORTED TO: CLIENT (1) (1) (1) (1) (1) (1) AIF Holding Co./ATTN: James V. Gri~zell, Jr. C.L. Peck Co./ATTN: Dick Miller Deems/Lewis & Partners/ATTN: John McKinley Atkinson, Johnson & Spurrier C.L. Peck Co./ATTN: Ron Kanning City of Carlsbad Bldg. Insp. / TESTING ENGINEERS -SAN DIEGO MKM:jcc Rev;;L;): c/L------- Masami K. Murao, Lab Manager / I ' Jr/I Testing Engineers-San Diego WJ 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 -JOB' NOi 4063 JOB NAIIE: FARMERS INSURANCE REGIONAL JOB ADDRESS: HEAD UARTERS 2381 FARADAY AV CARLSBA 1 CA CITY OF CARLS~AD BLDG INSP DEP t ,?. 0 0 ELM f.1VENUE CARLSBAD, CA 92008 ENGINEER: Roy E, noore, R,C,E, / T.H,ChapMan, R,C,E, / Willi~M L, Patrick, R,C,E, REPORT NO 1 17459 ~~/;~6/8(:> DISTRIBUTEP TO: C.L. PECK CO AIF HOLDING CO AllUNSON1JOHNSON & SPURRIER 1 DEEMS/LEwlS & PARTNERS ]'f:STIRG ENGINEEiS-SAii DIEGO CI1Y OF CARLSBAD BLDG INSP DEP C,L. FECK CO TESTING ENGINEijS-OCEAl!SIDE »ATE : D-4 /25/86 Type of aquipMant used breekdown roller 8 to 12 ton Hyster IC35DC, F!Mish Roller ·8 to 10 ton Hyster 5609, Blaw-Knox paver PH iBOH, 2" of 3/4 base Material was, Spika SOW weed killer was applied, TeMperature raadings take~: 270, 280, 285, 295, 290, 295, 300, 700 ~ao ~9r. ~oo ~~(' ~nff ~9n ~P(' ~ffl~ ~~~ d ~00 -.) l t' .. 'l I ,;,, 1,I 1 ,;~ ) r.:.t:, J' ,:.<:.,~ 1 ,·: .. {j J ,:;.d 1, ,·.:.GhJ' ,.:.; ,:> an ,. ... 'l • Total tonaga 1926 t~ns of 3/4" MediuM, AC was supplied by Bouthcoast Aphalt Oceanside. Note: Parking lot will be capped in approxiMataly 2 Months, DATES.,, ... EMP*·· INSPECTOR'S NAME 2/26/86 Fred Rychel ) .. RECEIVED MAY 51986 Cl1Y OF CARLSBAD Building Department "fEST:CNG l::NGINEEl~S-4,SAN DIEGO 1 Testing Engineers-San Diego 3467 Kurtz Street, P.O. Box 80985, San Dil;)go CA 92:138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 ENGiiYEtR: iloy L lfoore 1 R,C,E, / T.H.Chapnan; R,C,C REPORT 1iD :. 15939 DIBTRlBlJiED iO: A/F HilLDiNG CO C,L. Pf.CK CO DEEMS/LEYIS & PARit-i£RS ATKINSON, IO!-lttSON & SPURRIER1 C,L. PECK CO CITY GF CARLSitAD BLDG itl5P DH' TESTiriG i:'.NG T.r~EE~S-SAN DIEGO DAiE: 0~/06/85 ULTTIASONIC INSPECTION REPORT Ultrasonic exaMination of Materials by ASNT qualified operators was Made for internal discontinuities (laMination checking) as mhown on attached sheets, Ul·tr-i,ri,;un:i.c 1;ixi,1M:i.nii1t:i.on by 1=:1SNT qu~1lifi(0c:I oper,irtor-;;; t,,1;,1E; Mi:)dc~ on full and/or partial pen~tration welds as shown on i:'1 t t ,~ ch ~:Hi i;;h €Hf:• ·t 1,; , ExaMined ultrasonically all full penetration welds a1 100% reject leue1 1 checking for any flaws in the weld, t; / ;;~ 17 / {!S'5 Ultrasonic exaMination of Materials by ASNT qualified operators was Made for inlernal discontinuities (laMination checking) as shown on attached sheets, U 1 tr' ,ii mon i c: i.\'.lx (:)Mi. n <'ii ti (Jn b }' ASi~T q u ,:\ 1 :i. f j_ (t.~d op«;.r <:1 t <)?' H; i\1;.\;;; !''1,,1 c1 e on full and/or partial penetration welds as shown on ,,,ttac:h,i~d r:ii'i<i~c-»t.s;, · ExaMined ultrasonically all full penstra1ion w~lcis for any ~laws :i.n th!i•~ \,J{(•~ld I DATES, .... , EMPI,, INSP~CTOR'S NAME 8/23, 27/85 5425 Glen Nava TASii,,, I I RT HRS TASKI, I< 1 0 OT HRS TASKI. I I I I DT H~S ))rq"fl::'.B I' I • I I EMP:ii•' I '.i:NBPECTDR ,·s Nr~ME 8/30/65 3500 Lewis E, Goetz T(.":18K=ii:, , . 4'iZ:O. ~c#)-q\~'t'f RECEIVED SEPlG 1985 CITY OF CARLSBAD Buildina Department TESTING ENGINE~RS-SAN DIEGO I Testing Engineers-San Diego A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 757-0248 LABORATORY NO. 15939 NONDESTRUCTIVE TEST REPORT DAHB/23/85 FILE: 4063-50 TYPE OF TESTING: Ultrasonic JOB: Farmers Insurance Group FABRICATOR.OR ERECTOR: Bannister at Bannister Steel ' CONTRACTOR: ADDRESS: Carlsbad SHOP X FIELD Page _l_ of _l_ MATERIAL: A-36 METHOD: Ultrasonic ....J INSTRUMENT: Sonic Mark I TRANSDUCERS: 2 •25 MHZ INSPECTION STANDARD: AWS Dl.l CALIBRATION: IIW Block RATE OF INSPECTION: AWS Dl.l SHEAR WAVE-ANGLE: 70° DESCRIPTION OF TESTING/ITEM(S) DATE HOURS TECHNICIAN Inspected all full penetration welds at 100% checking for any flaws in the weld PART NO./ LOCATION NO. I TYPE WELDS TESTED ACC. REJ. REMARKS 8/23/85 A-31 Full penetration 1 0 Conforms to specifications A-26 Full penetration 1 0 Conforms to specifications • REJECTION RATE RETESTS OF REPAIRED WELDS __________ ,HOURS ____ _ REPORTED TO: (1) A/F Holding Co. (1) C.L. Peck Co. (1) Deems/Lewis & Partners (1) Atkinso, Johnson & Spurrier (1) C.L. Peck Co. (1) City of Carlsbad Bldg Insp Dept Testing Engineers-San Diego Reviewed by . /J C::o~~R.C.E. Testing Engineers-San Diego A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 757-0248 LABORATORY NO. 15939 NONDESTRUCTIVE TEST REPORT DATE 8/30/85 FILE: 4063-50 TYPE OF TESTING: Ultrasonic JOB: Farmers Insurance Group FABRICATOR.OR ERECTOR: Bannister CONTRACTOR: ADDRESS: R.<mni!':ro,. SrPPl SHOP X FIELD Page 1 of 1 MATERIAL: A-36 METHOD: Ultrasonic INSTRUMENT: Sonic Mark I TRANSDUCERS: 2.25 MHZ INSPECTION STANDARD: AWS Dl.l CALIBRATION: IIW Block RATE OF INSPECTION: AWS Dl.l SHEAR WAVE-ANGLE: 70° DESCRIPTION OF TESTING/ITEM{S) DATE HOURS TECHNICIAN Inspected for any flaw with a 100% rejection level on all £ull penetration welds. PART NO./ LOCATION NO./ TYPE WELDS TESTED ACC. REJ. REMARKS A-19 Full penetration base plat~ X Rejection-Porsity A-18 Full penetration base plat~ X Conforms to specifications A-16 Full penetration base plat~ X Rejection-Porsity A-21 Full penetration base plat~ \X Conforms to specifications A-36 Full penetration base plat~ X Conforms to specifications REJECTION RATE __________ RETESTS OF REPAIRED WELDS __________ HOURS ____ _ REPORTED TO: (l) A/F Holding Co. (1) C.L. Peck Co. (1) Deems/Lewis & Partners (1) Atkinson, Johnson & Spurrier (1) C.L. Peck Co. (1) City of Carlsbad Bldg Insp Dept Testing Engineers-San Diego Reviewed by Thomas H. Chapman, R.C.E. ... . . Testing Engineers-San Diego A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 2948 Industry Street, Suite 8, Oceanside, Ca. 92054 (619) 757-0248 LABORATORY NO. 159 39 NONDESTRUCTIVE TEST REPORT DATE 8/30/85 FILE: 4063-50 TYPE OF TESTING:Ultrasonic JOB: Farmers Insurance Group FABRICATOR.OR ERECTOR: Bannister CONTRACTOR: ADDRESS: Bannister Steel SHOP X FIELD Page 1 of MATERIAL: ASTM ASOO Gr B METHOD: Contact INSTRUMENT: Krautcramer TRANSDUCERS: 2.25 MHZ INSPECTION STANDARD: AWS Dl.l CALIBRATION: DSC BLock RATE OF INSPECTION: 100% SHEAR WAVE-ANGLE: 70 0 DESCRIPTION OF TESTING/ITEM(S) DATE HOURS TECHNICIAN Column To Baseplate PART NO./ LOCATION NO. / TYPE WELDS TESTED ACC. Column #20A 4 4 Column 1fo21A 4 4 Column 1fo27A 4 4 REJECTION RATE RETESTS OF REPAIR~D WELDS REPORTED TO: (1) A/F Holding Co. (2) C.L. Peck Co. (1) Deems/Lewis & Partners (1) Atkinson, Johnson & Spurrier (1) City of Carlsba Bldg Insp Dept 8/30 2 "i L ~r,pf-'7 \ REJ. REMARKS Conforms Conforms Conforms HOURS Testing Engineers-San Diego Reviewed by Thomas H. Chapman, R.C.E. 1 Testing Engineers-San Diego A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138(619)225-9641 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 757-0248 LABORATORY NO. 159 29 NONDESTRUCTIVE TEST REPORT DATE 8/21/85 FILE: 4063-50 TYPE OF TESTING: Ultrasonic JOB: Farmers Insurance Group FABRICATOR.OR ERECTOR: Bannister ).:.351 FAAAP.A Y CONTRACTOR: ADDRESS: Carlsbad SHOP X FIELD Page_l_ of_l _ MATERIAL: TS ASTM A500 GrB METHOD: Contact INSTRUMENT: Sonic TRANSDUCERS: 2 · 25 MHZ INSPECTION STANDARD: AWS Dl.1-84 CALIBRATION: DSC RATE OF INSPECTION: 100% SHEAR WAVE-ANGLE: 70° DESCRIPTION OF TESTING/ITEM(S) DATE HOURS TECHNICIAN Ultrasonic testing of full penetration welds column to Rl?l base plate. 1 c; E M,:ithP~ PART NO./ LOCATION NO./ TYPE WELDS TESTED ACC. REJ. REMARKS 28-A Column 4 full penetration 4 0 Complies with.specificatio ·1 4 full penetration 4 0 Complies with specificatio ZS-A Column 24-A Column 4 full penetration 4 0 Complies with specificatio 29-A Column 4 full penetration 4 0 Complies with specificatio I 11,6 ID, v ~~ J#( I WY! ~ur-i\ . REJECTION RATE RETESTS OF REPAIRED WELDS __________ ·_ HOURS ___ _ RECEIVED REPORTED TO: (1) _(l) (1) (1) (1) (1) A/F Holding Co. SEP 181985 Ti f E . 5 o· c. 1. Peck co. CITY es mg ngmeers-an ,ego Deems/Lewis & Partners . OF CARLSBAQ . . Atkinson, Johnson & Spurrier Building Department eviewea by C.L. Peck Co City of Carlsbad Bldg Insp Dep Thomas H. Cliapman, R.C.E. ns ns1 ns 1 ns: Testing Engineers-San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619)1225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 JOit NO: 406350 jQB NAllE: FAR HERS INSURAt:GE RtGION;;L rnB ADDttSS: HEADQi1ART£RS 2301 FARAf11W fiiJE CF:R LSBF1D 1 CA ENGIMIR1 Roi E. tioore, R.C,E, i T ,H,Chapt.ail} R,C.E. REPORT la:ii 15929 D 'Id' D t t D?iTti 09/0M:15 s·r· t~~ t1·c,y·l11·~ AL c··"f"l:~i:·t t~· .. 1,.i~U! ,)ln~ ·--~~~-fi ll1c~AI. ··1··-1 1:.;1,:.~ •• 1:> r.·1·1:.; ··r .. , • 1 . ,,l ... ~ .... ,.1i\.n w .... ,.J., .tl~,.)l,1 ... ,l .. t11,, , ,1 8/;~fl/E,'.'S V:i,'::iu.al :Lnsp(~}c:tion W<ai:! p(r.rforM(·,!d <if :jQ:i.nt pi"o:tp1·,1r·<":\t:lon tnd welding b9 certified operators using AWS electrodes E70T-1, E70T-4 & E7G18, W8ldsrs and certificate nuMber1 TiM Davis 185-11831 SaM u1az :II: ~:s ?:i .... 13 i:12!. , Inspected welding on coluMns 29A, 24A and 6A. The full periatration weld on coluMn Z9A, be~ween base plate and t~be c::olur,in 1 was done-:: by :i.n1:i(~1rt:i.n9 ~·,, b,:,ck:i.n<J j,;tr·:i.p all <':,r<1t,nd th<~: :i.n1,;:i.dii:• of i.hf.·} tub<:(•1 fit·r:i.n9 th<-:,• ba!'J<·:~ pli:1'tf:~> thi;.,•n arc: qottrJ:Lnq f.~ bevel in the tuba dawn to the backing 1 lea9:i.ng an adequate root opening for welding, lh:i.~ procedure will reMain the saMe for the other, full penetration w~l~fu on coluMns, as per d~awings, T~is work was carried o~t with good procedure and conforMs to AUS Dt , l-·B3, CoMpleted iteMs were Marked with our T~ sy0bol e~cept For coluMns 6A and £9A, Welding not yet coMpleted, B/;:::.1/8~5 Visual inspection was perforMed of joint preµaration and welding by certi~i•d operators using AWS electrodes E?OT-1 1 E?GT-4 & E7018. C~rtifiecl welders saMe as previously reported, Inspected welding on coluMns 12A, 26A. Tni~ work was carried out with good procedure and conforMs to AWS D1 ,i-83, f:l/,:!2::/(35 lJ :l. i,i 1.1 .a 1 :i. ri i:l p ec: t :i. on 1,-.,1 -i:i i,i p (~W for M<i-H:l of :j o :i. n t pi"' «·:JJ ,1~ r .,:1 t :i. o l'I and welding b1 certified operators using AWS electrodes E7GT-1, E7GT-4 & ElOIS, C~rtified welders saMe as preuiously reported, Inip~cted w~lding on coluMns 12A, 26A1 13A, 15A 1 7A. This work was carri~d out ~ith good procedure and conforMs to AWS Di.1. Lo t•ip '.i. ,:·:l t ed · .:i. ·t c0Mi,i r,.J (,':lf'i::l 1•1i:,r· k i!::d w :i. t l I o t1 r Tl::: fay i"ib o 1 , Vis~al inspection was perforMed of joint preparation and weldin~ by c~rtifiecl op~rators using A~S electrodes E?GT-1> E?OT-4 1 E7G18, C !·,) r-t :i. f :i. ii~ d 1,.1 <~:· 1 d <1:1 r 1;; i,;l:"1 t•', <i~ i1J 1,i-p r <:i• v :i. <) u i:.; 1 >1 r' (·::,p o r ·t <·ii d , TESTING ENGINEERS-SAW Ol~GU 1 C· ,, Testing Engineers-San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 ll"ll::,j:H'.lCt{-:li:! IAl(;.lld:i.n(;j on c:t:i.l.Uri'ff"1!:> N1, 'IH i:lnci 1:N·L Colui"°rn :\9,::i hiHl no backing strip inserted for the f~ll penetration weld at its base, lhis w~ld will ~e ullrasonically tests, The work was carried out with good procedure and conforMm to AWS Dl,1-83, C: o 1"1p 'L ,:~ t 101:I 't ,:~I ,\ 1 <t (:it , :i. t <t1r1m 1.;f,:i"· f.·i r'l i:ll" k 111d ~-J:i. th our TE: !::-}1 Mb n 1 t:~ x c: ;;;,p ·t for Welding not yet COMpleted o~ this Material, DA1ES.,,.,. EMPI,. INSPECTOR'S NAME 8/20-23/85 1523 Stephen Bibby ·u~s1u1,. • • • • RT hRs ·ric1~:rnt •••.• DT HRi:~ H,S1<111, ..••• D"f hRS DATfS., '.II EMPI,, INSPECTOR'S NAM£ n1 ;,::.o , .. ,2~·?.;/c;:;; 1 t:s;:.l~:i Ht ,((•pb,0n I::i b b :,i STRUCTURAL STEEL SHO? WiLD INSPECTION RFPORT AT BANNIStER STEEL Ui...Tf<f.~SON:CC INElPECT:i'.ON REPUi~T 8./ 19./{~J~:j Visual inspection wam perforMed of joint preparation and welding b~ cartified op•ra1ors using AWS electrodes E7GT-1 & E7G18, cnlur-'1nm. Welders 0nd certificate nuMber: TiM Dauis 183-11831 Richard Wood ISD33-3l2, Carlos Car~ajal iSD33-244b, Id(~1nt:i.-F:i.f:lci i"1-t:,tt-:~r:i.~:,l -FDr !:iOM~:~ o-f thf:! f.i.HTVi 1''.1~.'iOO Gr·, B tube·'!! mtt.-:·:t~~l c:olut-'1n\:~. Inspected fi1 up; full penetration a~d t11let welding on tube steel coluMn Z8A and fillet welding on 10B, U/!.?.f.i./B5 Visual inspection was perforMed of joint preparation and ~•lding b~ certified operators using AWS electrodEm E70T-1 & E701B, C,,N" t :l. f 'i. ,i·, cl w c-:.;, 1 i:I \,1r f:} :1~ ,,1 M«.;, ;;, ~:~ p r i·,1 ,.., :i. <:• tJ. ·r:~ 1 y r ~:·1 p o. r t Ii,• d , Inapec1ed Fit up 1 full penetration and fillet welding an tube ste~l coluMns 24A, Z5A anci 11A, H/~:~t /1:15 Visual inspection was perforMed of joint preparation and welding b1 certified operators using AWS ~lectroties E70T-1 & E7618. C~rtified weld~rs saMe as previously reported, Inspected fit up, full penetration and fillet w~lding on tube steel col~~ns Z9A and 6A. Also, wi,nessed fit up and full penetration welclin~ on coluMn 31A butt splice, ):;: x t:: f:,.:p t :i. Cf·l:\ ::~ ; St 1° u c:: t Ht .. ~=i 1 k~: o <;J 'in<~-:, <{tr ·:f,e1·1 Ko t"n t o t.\'d c:~p i;:t r· o v <i·~d 1:;p 1 :i. c:: :t. n ~J c: (l l u ~m ·m ,::, nd b 0:i:'1t1 :5 1,,.J:i. -r h i:i ppr o 1-1 <·:!d pr· (1 c: <·::*:)d 1.1 r (-::iii and -F i.t 11 p (·:ll'l c-:: tr i:i t :i. ~l n weld and ul1rasonic inspsctinn, T~STING ENGINEfRS-BAN Dl~GU 2 JOff NO: UGIM:.i::Ri REPORT llO: Testing Engineers-San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 DlSTUB<liEfi TO: A/F Hui..DW~ CO C,L. PF'CK i:'.il DfIMS/LEllJS .~ PARTtlSRS ATKINSON> JOHNSON & SPURRIER 1 C.L PtCl< CD CITY fiF tARLS:BAD JADG INSP D1:i' ff!i'mu;; EflG'.tNtERS-SHN f1IFGO 15983 STRUCTURAL STEEL SHOP WiLD INSPECT70N RFPORT 1:!)T BANtUf3'1 i:::I~ SH:.r:::L 9/10/85 Visual inspection was perforMed of joint pr~parati~n end welding by certified operators u•ing AWS alPctrod•s E70T-1> E70T-G and F7G18, I"' -~ ·t· •· .'.' .-"d ... ~ .1 • ' ... •• " -~ i:l • • ' • {" 'J' "' ... l" ••• i-·, l ... <:-.r 1.1 .1.<~. 1"'1<~· •• !.IJ<!H ... sc111~.~ ,.s pr evJ.ou :, .y , <;·,,.1or, ~.r.,. DA 1E: ·u9ii 3/85 Inspected welding on coluMn ?JA, Thjs wor~ was carried out with good pro~aciura and conforMs 10 AWS D1, 1-83. ,; / 1 ;.=~ /85 V:l~:IU<':\l :i.n1:1pec:·t:i.on 1,,.1<'-l!l• p0ir-forM<-:)C:l (lf jo:int pr<-:•p.;,1rt,,t:i.on 1:Hld W«·~ldi.rH;j by Cl({'i"ti.f:i.<~,d Oj'.H:H'i:\t ors \.l!::-:i.ng Piii..iB electrodes F7GT-1, E70T-G & E7018. r~n•jhflPM wp'jcJ~~m rnT1f~P sr nr·evi(~\J~lu rPnortP4 '', ~. t \ • f , • o t .. • • • ,. I ..... !!}f, "f .. Q .~ ,• .. •, • ,.,)-} , ,• •• \0 , Inspected welding on coluMn 22A, Thim work was carried o~t wjth 9c)od prc11::H~clurH~ ;,ind r.:on·Por1"1t:; to ?1W8 :O'l.:l· .. ·t33. DATES ... ,,, fMPI,, INSPECTOR'S NAME 9/1 i)· .. ·'l <1/E}!':.i 15:.:~i:,:; ~=~·ti,~phen :(-~ibb >1 TASKI, It. I RT H~S TASKt. I I. t OT H~S TASKi. ,, . t DT H~S ;:,;;260 :s, 0 9 l 1. t -· 12/8;:_:; Ultrason:i('.' &Xt:\M:i.nt:it:i.on of M<':lt<-:\r:i.-:1:lm by r!:iflNf qu.-,\:i :i.f;ic-:1d o p1i~r ,:) tor• 1s 1,,H:1 !:~ Mi:\d ,~~ -f' or :i. n t1:.:0r n ,:i 1 d :l. ~1~1: on t :i. nu :i. t :i. if~i:t ( l aM in i':1 '\'ion ch•cking) as shown on attached sheets. Ultrasonic exeMin•t{on b~ ASNT qualified operators was on full and/or partial penetration ~•lds as shown on att1:H~hed !H,he<wts;., ExaMined ultrasonically all full pe~etration ~•ld for Nn E:3 •• , • , • l:::i-iP:11:, , INSPl~:CTOI~ '~:l NAME 9/11-12/85 5425 GlPn N8Ya T?1SK~I:, , , •• 41,:~0 RT hRS TASKi,' ., . OT HRS .TASKI.,, I I Dt hRS RECEIVED SEP2:, 1985 CITY OF CARLSPAD BuiWing Departtn&nt TESTING ENGINEl:::Rs--1~,.-:1N DJFGD 1 '( Testing Engineers-San Diego A Division of United States Testing Company, Inc. . 3467 Kurtz St.,P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 757-0248 LABORATORY NO 15983 NON ESTRUCTIVE TEST REPORT D DATE g/11/R'i FILE: 4063"'":!50 JOB: Farmers Insurance Group ADDRESS: MATERIAL: A-36 INSTRUMENT: Sonic .Mark I INSPECTION STANDARD: AWS Dl. l RATE OF INSPECTION: AWS Dl. l DESCRIPTION OF TESTING/ITEM(S) Inspected all full penetration welds at 100%, checking for any rejects PART NO./ LOCATION NO. / TYPE WELDS TESTED ACC. 9/11/85 A-26 Base plate, full penetration 0 9/12/85 A-31 Base plate, full penetration 1 REJECTION RATE __________ RETESTS OF REPAIRED WELDS REPORTED TO: (1) AIF Holding Co (2) C.L. Peck Co (1) Deems/Lewis & Partners (1) Atkinson, Johnson & Spurrier (1) City of Carlsbad Bldg Insp Dep TYPE OF TESTING: Ultrasonic FABRICATOR OR ERECTOR: Bannister Steel CONTRACTOR: SHOP X FIELD Page 1 of 1 METHOD: UT TRANSDUCERS:2 · 25 MHZ CALIBRATION: DSC Block SHEAR WAVE-ANGLE: 70 0 angle DATE HOURS TECHNICIAN REJ. REMARKS 1 Lack of penetration 0 Conforms to specifications HOURS Testing Engineers-San Diego Reviewed by JOB NO: 4Gb350 Testing Engineers-San Diego . 3467 Kurtz Street, P.O. Box 80985, San Diego Cf.( 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 CITY OF CARLSBAD BLDG INSP DEP 'l c.!O {i ELM f1V£1\J.U1::: CARLSBAD> CA 92008 Roy E. iioore1 R.,C,E. / T.H,thaprtan, R.C,E. DISTRIBUTED TO: Alf Hm.DmG co C.L PECK CO DEEMR/LtUIS .~ P?1RJ!.l1:.~S ATKINSON, JOHNSON & SPURRiER, c,L. rECK en CI n OF CARLSBAD BUG rnsP DEP TtSTiNG EtiGWEERS-St'iN DIEGO . REP\'lRT :m: 16017 DATE: 09i20/85 '-N16/B5 BT1~UCTUF~AL STEl?.'.f ... 13HOP t<J1~:1...D INSPECTIDN REPCJRT AT BANNISlER STEEL Visual inspection was perforMed of joint preparation and welding by certified operators using AWS electrodes E7GT-1, EJOT-6 & E7018, Certified welders saMe as previously reported. Inspected welding on coluMns 4A, 4A, 14A, 41F} 4A, 41F, Tnim wo~~ was c~rrieci out with good procedure and cnnforMs to AW8 n 1 • ·1 ..... a:·3. CoMpleted iteMm were marked with our TE syMbol except for 14A and one 4A, welding not yet coMpleted on this Material, 9/1 '?/85 Visual inspection was perforMed of joint preparation and welding by certified operators using AWS electr~des E7DT-l, E70T-6 & E7018, Certified welders saMe 1s previously reported. Inspected welding on tube coluMns BA, 9A, 14A, 9B, 9A, 4A, BB, 9A and beaMs 51B, 6aD, 41H, 6DA, 41H, 1his work was carried out with good procedure and conforMs to AWS D1 ,1-83, CoMpleted iteMs were Marked with our TE syMbol except for coluMns ,:; ·1·-~ ob t-. l·l ~ ., . <" l, fl Y) • i'· A Wi "•l <·l ··1 1·1 •. . . < ,1, u ,., ., ..... '~, 1·1 .. c~ ·t· ,., ., i., ... , , ..-t .}: • fa<:,(' 1 .~ 1:, .1 ,. , 1;) , 1 .. 1 , \·:... • ... -(1J n ) , , ,·:. , \ .. <, 1 1 •• 1. ::. w. <.1 , 9/'l 8/8~:5 V:i.~:iU<\ll :i.nmpec:t:i.on w-.:1s p<-:)rforMc0d of j1.l:i,nt pr€·:pi:H'<",it:i.on i:il'lti w.1;.:ld:i.ng b9 1::i~~rt:i.fi,0d opHH',~t c.r-s um.:i.ng Aii.lB electrodes E70T-1> E7GT-6 & E701B. C<·::r t :i. f' i <!·:cl 1..ii;.: 1 d l!-~t-':!; r:~at"ie i:1 s pr <~iv :i. o tJ f:i 1 y r ,0p or t i~!d , Inspected welding on tube coluMnm BB & 9A. Good work pre~edure ,:ind c:onforMs to .?1WB n·1.:l .... a;·5, 9/19/85 Visual inspection was perforMecl of joint preparation and welding b1 certified operators using AWS electrodes E70T-1> E70T-6 & E7018, Certified welders SIM& as previously reported. In iiip ec t (~ld t.J(·i} 1 d :i. n ~j o.n tub<·:) co :I. ti Mn ffB ,:1 n d b ~i!.i:tM.!li 6.0 J.) > 6 (i c; .~ ~5;;?.J: > ;;'i.;:?.li, <,.::) !5:3H, (:.~) ~:1;?H;;1 6H1ti; 1;;.JB., !:)~51=-)1 1:~a·i 1 ~H:U( and ;::i:lD. Th:i1:> wc:,rk t.·Ji:t!:; carried out with good procedure and conforMs to AWS Dt.1-83, CoMpleted iteM• were Mark~d with our TE syMbol, TESTING ENGINEERS-SAN DIFGD 1 / 4 Of F Testing Engineers-San Diego U'Q(J 3467 Kurtz Street, P.O. Box 80985, San Diego CA' 92138 (519} 225-9641 lc::J 2948 Industry St., Unit 8, Oceanside, CA 92054 (619) 758-3730 9/,:.~i)/E~5 \Ji·mu.;:11 :i.n'!:;pe}ct:i.on i.,.Ji:\s p«H·forM(~H:i of Jo:i.nt prl-:·}_p,:1r.;~t:i,o_n and welding by certified operators using AWS electrodes E70T-1, E?OT-6 & E7018, Cer1ified welders saMe as previously reported, Inspected w&lding on coluMn 35A, Also> two full penetration spl:i.1::1',! t,,1{f)1cl tci i•~i:lk<i~ bri:1c}:~1:> f'roi-', tob«1 ':>te<,~l B11Kfi;ll)(·J/4''. 1··i,"!li;t?r:l.i:11 has no Mark nuMbers. Thim w~rk was carried out with good pr-01::;-:-~d\Jr<~ i:,nd c:un.Pori-·ri,; 1:0 f.-)\.vS D'J. :1-.. n:·r,. DATES,,. I •• EMPO .. INSPECTOR'S NAM£ 9/16 .... ;.?.i'.i/B~.=i 15f:~:.i 8tf:-:•phen :t:ibb>i TABKI, .... RT HRS TABKI. '. '. OT HRS TABKI,' I I I DT H~S 3;,::6(:1 ;;:. 0, 5 9/:l?/85 Ultrasonic exaMination of Materials by ASNT qualified operators was Made for internal ciiscon1inuities (laMination checking) am sh~wn on attached sheets, Ultr,'/11:1-011:i.c: 1-:-!);ii,M:i.ni~t:i.t)n b9 if:,SHT qoi;11:i.f1.ed operi:)'t(:ir!ri ,tJas v1ti1dc~ on full and/or partial penetration welds am shown on atti:)chc-:-~d 1:;hecii·t~;;., ExaMined ultrasonically all full penetration weld for any defects in the roots of the weld. 9 ;~:.~ (i /85 Llltra1son:i.c: exafv'1irtat:i.011 of r-·1i:1tc0r:l.;:1ls by i:~,HNT qu;,1:Lif:i.c~}d op&rators was Made for internal discontinuities (laMination c::iH-:-H:kin~:J) as sho1;m on i:\t·n:ic::h(-:-:d mlH~«~t1,;. Ultrasonic aia~ination by ASNT qDalified operators was Made. on full and/or partial ~enetration welds as shown on i:l t 't iii Ch CiHl sh (•:·Hi-:• 'till-, ExaMined ultrasonically all full penetration weld for.any defects in th<:~ rooti:; or the 1-rn:•:l.i:I, DATES ... I.' EMPI. I INSPECTOR'S NAME 9/17;20/85 5425 Glen Na~a ·r,.\Hr<:n:, •. ,. RT 1--ws T(.:1BK:i~ •••• , ot Hi:-rn T,1:1m<:1~ ••••• DT H;~!:i ,1.}·,t;;.!O 3. 5 RECEIVED OCT 31985 CITY OF CARLSBAD Building Department TESTING FNGINE£RS-SAN DIEGO 2 .... !::'.' Testing Engineers-San Diego A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 757-0248 LABORATORY NO. 16017 NONDESTRUCTIVE TEST REPORT DATE:9/20/85 FILE: 4063-50 TYPE OF TESTING:u1 tr a sonic I JOB: Farmers Insurance FABRICATOR OR ERECTOR: Bannister Steel CONTRACTOR: ADDRESS: SHOP X FIELD Page of MATERIAL: A-36 METHOD: Ultrasonic INSTRUMENT: Sonic,.Mark I TRANSDUCERS: 2.25 MHZ INSPECTION STANDARD: AWS Dl.l CALIBRATION: DSC Block RATE OF INSPECTION: AWS Dl. l SHEAR WAVE-ANGLE: 70° DESCRIPTION OF TESTING/ITEM(S) DATE HOURS TECHNICIAN Inspected all full penetration welds for any flaws in the weldment of the material PART NO./ LOCATION NO. I TYPE WELDS TESTED ACC. REJ. REMARKS 9/17/85 Beam 735 Bl Column Splice 1 0 Conforms to specifications Beam K 87 Column Splice 1 0 Conforms to specifications 9/20/85 Beam 52 D Column Splice 1 0 Conforms to specifications Tube Steel 8X8 Column Splice 1 0 Conforms to specifications Tube Steel 8X8 Column Splice 1 0 Conforms to specifications REJECTION RATE __________ RETESTS OF REPAIRED WELDS HOURS REPORTED TO: (1) AIF Holding Co. (2) c.L. Peck co Testing Engineers-San Diego (1) Deems/ Lewis & Partners (1) Atkinson, Johnson & Spurrier Reviewed by (1) City of Carlsbad Buld Insp Dept,/"' " . Testing Engineers-San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 i O 0 j(lB llO: CI 'i'Y OF Cr::11~ L.i3Bc;l;i) BL.:OG H:O O ELM (.\1-iENUE'. CARLSBAD, CA 92008 INfiP Df P DISTRIBiJTED TO: · Rt.i'Ot-: I Nu; 613B CONtRETE COi'iPRESSIOil TEST CYl. UN WT AGE-f! STRENGTH PS1 DATE OF MIX DESIGN . SLUHP l1AD£ TIME rn HMI-R ?CF TEST TEST DESIGN FOUR DESiGNA nm.f rncH BY fiIXER ====== =====--= ==== = ==== --------============ ----==== ------- HriE OF CYL THIS DAY SET/ttARK -------======== C,L PECK CO MF Hi1LDWG CO ~YfKINSON> JOHtlSQN & SPURRIER i DEEMS/LEWI$ & PARTNERS TES1WG E!iGINEERlH3AM DiEGO CITY OF CARLSBAD BLDG I NSP DEP C.L PECK C!3 COt~ROCK iiATE'.: 11t30i65 TEriP LOAD PLANT DIAli F m·rnR CODE INCH -----==== ==== ==== 3000 ii/iB/85 C536FWP4 4.25 0 0 iO 3/0'0 ft ., .. 13 & 23353 1 . 2511 LOCATION rn STRUCTURE: EAST RET!i1NING WALL am FLOOR. COMPLIANCE: R£CE:6V£o DEC 1 ~ 1985 CIT'[ .O_FCARLSB . u1/dmg Dep· t ~D ar ment ,Abt: ltUl Testing Engineers-San Diego .. , . , 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 4 r, 1 JOB !iu: . 1rnb3 JOB NM.'!E: FMnE«S INSURANCE REGIONAL CITY 0~ CARLSBAD BLDG INSP DEP 12.'.0 (} E:1...i'1 .~1t)fNU1::'. JOB ?i.oDar.:s~, .. M '.~ ~~: ·., .: ... Gil HliB'R 2381 FARAD.AY ti!JE Ciii<LST!Ali 1 CA iiN wi tiGEi PCF itST STREclG"fH PS! ·1£ST DESIGN il&Ti o-l' PGi.:R __ .,_,.._,.,,_ ------- CC::11~1.J:lFH\D ~ c,:~ 9l(HIH tiiX DESJGN 5Lliti> tii\DE TIME IN TINE OF DESIGtii:1tION rn:H B1 liIXt.i? DiW -----------·-::;.;:::.:: :::;::::. -------___ , ____ tiHa HniiB'.5 C5ZiJCWP4 4.i5 4iidd il ltl t308i 'l ; ~l;i6B Ef: 2306¥ bG " ., 2193 3148 G UlC?.iIOt~ !ti STRUCTi.i~E: RETAHdNG WALL UN£ 1-D, cm,,PLIA!iCE; 28 niw "j[Sj COhFLIES wiTR SPECIFIC{ff!GNS, CuM?tIANCE: CYL TtiIS SH/MARK __,...., __ ..,o.,t 3iG-ii DXSTRIBUTED TO: G,L PECK C0 Alf fifii.J}.rnG Cu r~ TK INSOU1 JOiitiS!JN & 5rUKRIER 1 DEEM6/LE!i}I5 & PARTNERS "iESirnG ENGtNEERS~·S(lti liiE:GO i:I'!Y OF tARl.,SBAh ~LDG INS? DEP C,L. PECK CO tuNRiiCK DATE: 11/27/f,5 TEMP LOAD rLttrff D!flii: F NHBR GQi}t: wrn ---·-=:;::.::::; -------- 2 13 6 3003 16i18/85 G536C~P4-771 5 3375 1 :3u 3/0t O 1 13 ~ 23171 7 * 2511 23172 ?a 3210 23i?3 ;;f; J3b;) ~33~il 7 2"335 '30~!i lDGAHGrl m S1Rt.iC1uREl RH. \J;'.JLL HG. PER 1-A/2 UALl Gli LIM: S BtT, Ct.Fi 1ST FLDGR CiJM?LIANCE: 2a l'liiY TEST CuttrLIES WITH 5PECiFiCATION5, GitPL1ili~i:E: Z8 DAY T£ST C.fltiPLIES WITH SPECIFICAiHifiS, t1i15/85 C53bfwli1 ! 5, 5 ii u : G LGfJ;Tm¾ rn &TRUCtuRt:1 SLAB uH tRA~E LfoE E. 4, 5 GOttPLIANCE: RECEIVED DEC G 1985 CITY OF CARLSBAD Building Department 3/ufi & 2 13 6 , I I -, Testing Engineers-San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 t, .!. tr,:) :1~ on :1. c <~i ;; i;) r11 :1.n ;,, t:;. on o ·f l"1l:l t <i~ r 3. l:1 .1. '.::-i) >·' f'ibfi l qua l :1. ·f :1. C:i'C:1 operatorm was Made for int~rnal discontin~ities (laMination chec~ing) as sho~n on attached sheets, U 1 tr i':l m () n :l. c 0) x i:l t1i:i n <:t t :i. on by ,:;,~5N T q u ,,i 1 :i. f :i i!.1d 1.i p (flt· i:i tor iii v,1;,, i1; 1'"1-i:l df:, on full and/or partial penetration welds as shown on <':it t i,1 ch c-:-:d shr:H',l t 15. • . EA,:iM:i.ne!d olt!"i:\~11011:l.c:i:llly foll p~:!fl(,~tr·,~t:i.on w0:]d':b o-F c:ol1.1t11n t(l baiii!!.~ p 1 [:) ·t 1;·) '.:\ 0 i';). C: n 1 \,I Ji! I' I \:i, t.; (:i 10i > ;~ ';:i (.:1 > 2 -4 t~:i l:'i l'l ti ;.::: 9 l~t , The worK inspected coMµli~s with 1he approved p.1.ans and the UniforM Building Code. CoMplet•d it&M5 were Marked with our TE syMbol. X)f.,1 "if::'.!:, , , • • • • l::MP -ii: , , :ct·~BP ECT DI~ 'S N))i.i'iE 8/19-21/SS 5GOG Earl R, Mathes :Of.1TEB ••• , , • E'.;•iP:11: •. &1::~·1 /8;:.~ ;':ji}ij ii :tN!:;1:>FClOi~ 'S Nl~ME Ei:1 r 1 i?,. Math-<·:~l:> TASKI,,.,, RT H~S TASKI, .. ,, OT H~S TASK4, .. ,, DT H~S STRUCTURAL STE£L SHOP WiLD INSPECTION REPORT 1!:;T H1~1NN1BTD~ ~;TEEL Visual inspection was perforMed of joint preparation and ~elding by cartifie~ op~rators using AWS "~~c-·tn')1 ~~ ·1~~c··1--l ~~("J"t"-r t ~~r·1c . ~~ ,i.,\•, •. I \ (.tfa ::I .•• ~ ! . ,-J_., ,:, •.~ 1 ••• / {) , \.I, Weld~rm and cartificat~ nuMber: Lynn Keel 185-1505, In,1;p01c::·t~:.·d ~-.tc-,1ld:i.n9 on c::olt11'"1n!:; 'J.91j,> 1.Bi'~i> 9t-";:, ·J.6r~,> ·J.'.7(.:,, Ti·1f:lr0~ i,;H,m no backing stri~ insert•d at the base of coluMn l9A, for the full penetration weld, . These w~lds shall b~ ultrasonically inspecied, for final a~c~p1•nce, lhe work was carried out with good procedure and conforMs to AWS Dl,l-83, CoMpleted iteMm wers Marked with our Tf syMbol e~cspt For coluMns 16A •nd 17A, Welding not 1at coMpleted on these coluMns. f:l ,/ ;::. '?~ ,~ $.3 5 Visual inspection was perforMeci of joint preparation and ~elding by c~rtifted operators using AWS elettrodes E7GT-1, E70T-G & E7018. C.w:r t :l. f :l.<1.111 1,.1 ff: 1 d t:1 r ::; . s;;~ r·'l <'!1 a i:; p r <1J v :i. o \J s 1 >1 r <·'!: p or t <~·: d • Inspected welding on Wi:i'S c,,irr:iiffd OU't ttJ:l.'ih coluMns 'J.7A,. 3GA, 16A> 31A t 20A. good ~roceciure and ~onforMs to AWS Ti'l:i.i; i,-;ork r11 ,1 ... a;·~. C0Mple1~d i1eMs w~re Marked with o~r T~ sy~bol e~cept for 31A, 2ilA, ~alding is not yet c~Mpletad on these coluMns. H/~:'.m/8!.5 ti .: .,. " '·i ·: ··1 '"l .,. r·) ,,.,, ('" ·•· ·1· ,1 1·· · 1 • ·.q:· 1·i ,,·.1 1-· ·1·: c 1·• 1v1 "·1 , .. ! ,, -1·: .: 11 -'r , •• , ·t· r1 ··, ·~·:,, ,., " .. , ::1 t ;·1 (1-1·1 Vol• •• '), \I ... ol. 0 ,\. ,-o} •'I:.,••\ J• • '~ ~J.J,:fl ••~ • ">•• _.I \or., oJ .. J • ••~ J• I ._.,,, -:,,( "., o ,, • and weldi~g h~ c~rtifieci operators using AWS electrodes E70T-1, E70T-G & E7018, TESTING ENGINEERS-SAN nIEGO 3 I I l i I I I I Te$ting Engineers-San Diego 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 Certified w~lders saMe as previously repor~eci, Inspected w0lding on coluMn 20A, Thi~ work wa~ carri&d out with good procedure and conforM5 to AWS Dl,1-83, Inspec1ed w~lding on coluMns 21A 1 31A, This work was carried out B/;.~:6····:?;~/(:;1;5 'i ::;;;_:,:.::5 8tephv:1n i~:i.bb y ·n~fii(:ii:,, 1 1 1 RT H,i{S Tr-~1Si<'1!: a a , • , CIT Hi=.u:; "fi;;Si(:1/,, , , , , IiT 1--1,:rn 3260 22,5 TESTING ENGIN~£RS-SAN DIEGO 4 ---------------------------'--------------------- ·[ I '\ I I ··. ::i r J Testing Engineers-San Diego ff '34~7 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 . jQB NO:. 406350 CITY OF CARLSBAD BLDG INSP DEP 1 z~o O !:::I.Ji c::iVENUE DISTRIBUTED TO: . JOI: NAME: . . FARMERS INSURANCE REGIONAL JO~ ADDiESS; HcADQUARTERS A/F HOLilitiG CO CARLSBAD, CA 92008 2381 FARADAY AVE C,l... PECK CO DEEiiSiLEWIS .~ Pi~RTNE~S CARLSBAD I CA ilTK INSON > JOHNSON ;~ SPURRIER 1 C.L, FECt< CO CITY OF C#1RL,S~tiD itUG WSP DEF TESTING EUGINEERS-SAN IHf:GO REPORT ND: 15941 STRUCTURAL STEEL SHOP WELD INSPECTION REPORT AT x-:.r-·:,tm:U3TE!~ STEEL Visual inspection was perforMed o~ joint p~eparation anci walding by certified operators using AWS electrodes E70T-l, E70T-g & E701S. Certified welders s~Me as previously reported. ilAiE: ll9/0U85 Inspected welding o~ coluMn 31A, This work was carried out with ~Jood pr·o<::(i·:d1Jr1;.i, Hind c:<jn,f-'orM~; ·to ·AltJfi; :Ot.:l .... H~!;, CoMpleted iteMS were Marked with ourTE syMbol, 9/4/8::3 Visual inspection was perforMed o~ joint preparation i:1 n cl w<:;; 1 d :i. n g h y c <~)rt :i. f :i ed op ci~r i, t or tt u i;,. :i.r.1 (;J (.',\1-1 ~:i electrodes E70T-1i Eo/OT-G & E7018. Certified wal~ers saMe as previously reported. Inspected welding on coluMh 23A, This work was carried out with good procedure and conforMs to AWS Dl ,1-83; DAtES, ,, . I I EMPi,. INSPECTOR'S NAME 9/:!l· .. ·4/D::5 1 '.':i~~~:'.i ~:~t€-:ph&)n Itj,bb y Tr;~Bl{~I:,, , .·, FJ.T HFis rr::ii.Ji(:I!:, , , , , OT H1~!; Ti:~~;i(:)j:, , , , , DT HR!!) :I~ ;.:?. t!:1 0 ~:; I 0 ' /~' ~~\~t ~-,r RECEIVED SEP121985 CITY OF CARLSBAD Building Department TESTiNG ENtINEERS-SAN DIEGO •1 ! Testing Engineers-San Diego A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 757-0248 City of··Carlsbad Building Inspection Dept. 1200 Elm Ave Carlsbad, CA 92008 · Project: Farmers Insurance Regional Headquarters 2381 Faraday Ave Carlsbad, CA Gentlemen: We have been assigned to perform the testing and inspection on the above mentioned project. According to our instruction~, we are to perform the following inspections: YES NO NO YES YES YES Reinforced Concrete Prestressed Concrete Reinforced Masonry Structural Steel Assembly Non-Destructive Testing Other: Asphalt paving Sincerely, RECEIVED SEP 61985 CITY OF CARLSBAD Building Department TE~TING ENGINEERS-SAN DIEGO ~~-- Leland A. Smith Contract Administrator Client Testing Engineers-San Diego A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 757-0248 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE LABORATORY REPORT FIG Holding Company 4680 Wilshire Blvd. Los Angeles, CA 90010 Job No. __ 4c;_;0;;...:6'""'3'---"-5-"-0 ____ _ Lab No._~0~8~6~-~2~6.;...4 ____ _ Date of Report 6/12/86 --=-1........;;F~a;.;;.r~a.;...d_a~y_A;...y_e_nu_e __ --=...,_ __ Sampled By _ __.,.T""E""S""D'------Date _..a;.6._/=l ..... 0._/8"'--6"'--___ _ Type of terial ~n Med •. Ma Submitted By TESD Date __ 6_/_10~/_8_6 ____ _ Source of Material s·outh Coast Asphalt Location Sampled __ J_o_b_s_i_t_e ___________ _ Sieve Analysis, ASTM C136-Test Standards. are ASTM unless otherwise noted Sieve % Passing •specification Size Accumulative -Test Result *Specification TEST STD 2" Asphal~ic_Content D2172 1½" Percent of total mix 5.3 l" Wt._ per 100 aggregate 5.6 3/11" 100 100 ½" 99 89-100 3/B" q1 75-100 No. q 54 51-74 - B 45 35-57 16 37 30 28 14-35 50 18 100 9 200 3.6 fl-11 ··· * Specification Data/Comments Refers to applicable requirements as listed in the State of California Standard Specifications, dated 1985, for½" Med. Max A.C. (Contract Compliance Limits). cc: 1) F.I.G. Holding Co. 1) C.L. Peck Co., Los Angeles 2) Deems/Lewis & Partners 1) .Atkinson, Johnson & Spurrier 1) C.L. Peck Co., Carlsbad JUL 151986 CITY OF CARLSBAD Building Department 1) City of Carlsbad,Bldg. Inspection Dept./ Testing Engineers--San Diego Reviewed by: Manager SAN DIEGO SOILS. ENGINEERING, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY September 13, 1985 Farmers Insurance Group 4680 Wilshire Boulevard Job No. 8D1315-10 Log No. 3604 Los Angeles, California 90010 Attention-: SUBJECT: Reference: Gentlemen: Mr. James v. Grizzell, Jr. FINE GRADING COMPLETED ~-<\t\J . ---c1&1¼.J "RW ~ -· ..,_c:?.J:-: Farmers Insurance Group · -~ % 'J \J Regional Off ice Building and ~,.:..~, ~\', Claims Off ice Building, ,. t~R\.si:;~.i1:~ Lots 4, 5, and 12; Tract 81-10 <.,\'\'1 Ot,. n'~'iti.'R\.~' · Southwest Corner of El Camino Real ~~~\u~ and Faraday Avenue, Carlsbad, Califo~tr-~·· "Foundation Investigation, Farmers Insurance Group Regional Office. Building and Claims Office Building, Lots 4, 5, and 12; Tract 81-10, Southwest Corner of El Camino Real and Faraday Avenue, Carlsbad, California" by San Diego Soils Engineering, Inc., dated October 3, 1984 (Job No. SD1315-00) In response to your request, we are submitting· this letter concerning fine grading at the subject site. Fine grading has been accomplished under the testing and observation of this office. It is our opinion that the site, as graded, is suitable for the construction now proposed. A report of compaction is being prepared at the time of this letter. This opportunity to be of continued service is greatly appreciated. Please call if you have any questions concerning this letter. Very truly yours, INC. Distribution: (2) Addressee (1) Project Site ~ :i i! ll. RECEIVED SEP 16 1985 C.L PECK CONTRACTOR SUBSIDIARY OF IRVINE CONSULTING GROUP, INC. 6455 NANCY RIDGE DRIVE• SUITE 200 • SAN DIEGO, CA 92121 • (619) 587-0250 iit .. ; :, n. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: -ff APPL I CANT JURISDICTION: C-41Z.L.s .S-4 Q Q JURISDICTION D PLAN CHECKER OFILE COPY OUPS ------------------- PLAN CHECK NO: ?5:" -?? ------------------D DESIGNER PROJECT ADDRESS: ril-2A.0A Y ,41/f" PROJECT NAME: /?11Z.;vtEIZS D D 0 D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified j3€c...C>w are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected ·and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: RJcNA,e,o 'i<4c1cor Date contacted: 9-S"=-?~ Telephone # :23c./-J?II BY: ZUc /~~ · ESGIL CORPORATIO ENCL: --------- ESGIL CORPORATION 9320 CHESAPEAKE DR .• SUITE 208 SAN DIEGO, CA 92123 (619) 560-14-68 DATE: (~-'-7 -J>S- JURISDICTION: LA,2L.S 8-40 -----.a..-=-..a.=-------- 0 APPLICANT (!;]·JURISDICTION 0 PLAN CHECKER 0 FILE COPY P LAN CHECK NO: J~--7!? !?~-=-c1h::-c;c.. II/ --------------· 0 UPS 0 DESIGNER PROJECT ADDRESS: D D D D ------------- The plans transmitted herewith have been corrected where necessary·and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff. The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted f~r 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 ~o: CJFE/Vls. Lewis (l/4.te.pr1G12s. 3:20 L,4-uaE-c...S, 54.v O;cc-;.o C4 5?2/0/ Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant th~ the plan check has been completed. Person contacted: c-;ze:o,e.'?E 5.,J.J4w Date contacted: 6--'J-75-Telephone # ::Z3t:/-l?II REMARKS:. BY:~I C: &~ ESGIL CORPORATION ENCL: ------- Form 31584 City of Carlsbad Plan Check No. 85-78 Recheck #1 5-9-85 Corrections remaining from original Checklist 89,98 Provide UL approval for one-hour rated automatic closing doors. Provide method of triggering closer. STRUCTURAL 1. Special inspector to be approved by city. 4. Referenced detail not on drawings. See sheet S-4. If you have any questions 1 please contact Robert c. Hoglen of Esgil Corporation at (619) 560-1468. Thank you. I ., ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 0 APPLICANT ~JURISDICTION 0 PLAN CHECKER [] FILE COPY J U R I SD I C TI ON : G,z~ S,!3,d-0 PLAN CHECK NO: i:?'5"" -7? D UPS . ----------------- PROJECT ADDRESS: ,c;j,,z4p,4.y 4v.: ------~--"----- 0 DESIGNER D D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff. The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicants copy of the check list is enclosed for the jurisdiction to return to the appli~ant contact person. Th~ applican~s copy of the check list has been sent to: WJ:""".s/ 4w1s ¢f?4,er,v£tzs. 320 .C..Au12s.c. Sr SA.v /.Ac'9o C'.4 9210/ 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: .Sc'C.,,e~-r,9/<.Y __.;:;...=.....;;.;...-=.~'------------- Date contacted:_--=3;...,:);__1~/_,-_:S-______ Telephone # 23~ :t:J::1!7 It?// REMARKS: BY: 7a1 C~c£_, ESGIL CORPORATIN ENCL: -------- Form 31584 TO: Deems/Lewis & Partners 320 Laurel Street San Diego, CA 92101 Attn: Ramiro Hernandez CITY OF Carlsbad 0 APPLICANT COPY OCITY COPY 0 PLAN CHECKER COPY OFILE COPY COMMERCIAL PLAN CORRECTION SHEET A. Plan Check Number 85-78 ------------------- B. Site Address Faraday Ave. C. Owner ___ F_. I_. _G_._H_o_l_d_i_· n~g_C_o_m__.p .... a_n_y _________________ _ D. Building Code Applicable 1982 UBC --------------------------- 1 E. · Occup.lnt Load 4 7-Stories --------------------------- F. Occupancy B-2, B-1 Use Insurance Claims Office -------------- G. Type of Construction V-N Sprinklers: Yes Noxx --------------------------":.::.- H. Allowable Floor Area 8 0 0 0 Actual 6 5 0 0 ------------------------- I. Basis for Area Increase -------------------------- J. Remarks -------------------------------- Date Plan Submitted 2/13/85 Date Plans to Plan Checker 2/26/85 Date Initial Plan Check Completed 2/26/85 Applicant Contact Person Ramiro Hernandez FOREWORD: PLEASE READ By Robert Hoglen Tel. 234-1811 1. This plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and State ~aws regulating noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Division. 2. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. For information regarding those departments, please contact those departments. 3. The items listed below require plan clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Section 303(c), 1982 Uniform Building Code, the approval of the plans docs not permit the violation of any state, county or city law. 4. Ple.i~e ~ubrnit two sets of corrected plans and enclose a copy of this list with your notes indica'ting where corrections were made i.e. sheet, detail, etc •• Return corrected plans and documents to Esgil Corporation at 9320 Chesapeake Dr., II 208, San Diego, · CA 92123,(Tel. (619) 560-1468) or to the City Building Permit Counter. I j 1 GENERAL Provide the site address and a vicinity sketch on the Title Sheet. y. Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. @All sheets of 'the plans and the first sheet of the calculations are required to be signed by the California licensed Architect or Engineer responsible for the design. Please include the California license number and the date the plans are signed. %. Indicate on the Title Sheet whether or not a grading permit is required for this project. r Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Provide a Building Code Data Legend on the Title Sheet. Include the fol- lowing code information for each building proposed: Occupancy Group Description of Use Type of Construction Sprinklers: Yes or No Stories Height Floor Area 81-!3I V-rv No J~ti~ication to exceed allowable ;t'rea in Table 5-C J~tification to exceed allowable )<eight or stories in Table 5-D Nori= ON 'R_4,v /H1:i: Pe,~ ,M ,, --·- FE,;~- SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: North arrow; property lines, easements, streets, existing and proposed buildings and structures, location of yards used for allowable increase of building area and dimensioned setbacks. @ Provide a statement on the site plan . stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan•. Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Clearly dimen,ion building setbacks from property lines, street center- lines, and from all adjacent buildings and structures on the site plan. Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. Show on the site plan, or provide.the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. Show dimensioned parking layout including any required handicap access spaces. ~ Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. B ,e "9 .,.,,c 1-1-c~1-s !Jr.=,::,c~ o-L-y' 0 LOCATION ON PROPERTY When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504(c). An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a singl~. building. If this exception is used, show how the building(s) will comply with Section 505. Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wall and opening protection of court walls, per Section 504(c). See possible exception. Please show how the court walls will be made to comply with Section 504(c). The exterior walls less than feet to a property line or an assumed property line, shall be fire- rated construction. Section _03(a) _;.a-; Exterior walls shall have a 30 inch parapet when less than feet to a property line or anassumed property line. (see exception, Section 1709) ~ The exterior wall shall have protected openings (3/4 hour) when c;oser than ___ feet to a property line or an assumed property line. Section __ 03(b) ~ The exterior walls shall have no openings when closer than feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section __ 03(b) .zC Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504(a) -;;r: Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710 $. Projections may not extend more than 12 inches into areas-where openings are not allowed. Section 1710 ~ Projections over public property must comply with Chapter 45. ~ Projections may not extend more than· one-third the dis~ance from the exterior. wall to the property line or one-third the distance from an assumed vertical plane located where fire-resistive protection of openings is first required, whichever is least restrictive. Section 504(bl /. Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304(c) X. When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504(b) ~ A covered passageway connecting separate buildings must comply with the requirements for an arcade. Section 509 .,.3-t;" Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305(i) ~ Exterior stairways shall not project into yards where protection of openings is required. Section 3306(n) ~ Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour constrµction for a height of 10 f 7et above the court or yard grade. Openings shall be protected by fire- assemblies having a rating of not less than three-f-0urths-hour. Section 3302 definition and Section 33ll(d) ;¥1: Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702 ~ Openings for scuppers, mechanical equipment vents, foundation vents and similar openings are not permitted in walls located where openings are prohibited and would have to be protected where openings are required to be protected. Table 5-A I I BUILDING AREA, HEIGHT AND STORIES TYPE OF CONSTRUCTION/ALLOWABLE AREA ANAT,YSIS Building Designation (812,4,-.,c ... c~ Type Construction Shown VN Number of Stories and Height I 15.t+, Basic Allowable Area cf'OOD Increases For Multi-Stories / For Yards Feet On Sides 7 For Sorinklers / I Total Allowable Area Actual Area Total G.5'"'.J o Area Separation Walls Yes ~ Yes No Yes No Yes No Yes No Over Area Yes ~ Yes No Yes No Yes No Yes No Over Height Yes rNoJ Yes No Yes No Yes No Yes No Over Stories Yes /"'No) Yes No Yes No Yes No Yes No BUILDING AREA Provide on the Title Sheet of the plans the code justification for exceeding the basic allowable area in Table 5-C. Section 506 When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed,one. Section 503 As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C The total floor area of a multi-story building cannot exceed twice the basic area allowed by Table 5-C after increasing the basic area, per Section 506 No single story can exceed the basic area allowed by Table 5-C plus the increases allowed by Section 506. Unless considered a separate story, the floor area of a mezzanine shall be included in calculating the area of the story in which it is located. A basement need not be included in the total allowable area, provided such a basement does not qualify as a story nor exceed the area permitted for ~,one story building. AREA SEPARATION WALLS ~ Area separation walls may separate portions of a building and allow- each portion to be considered a separate building, however, the area separation wall must be four-hour in Type I, II-F.R., III and IV buildings; and two-hour in Type II-one- hour, Type II-N and Type V buildings. Section 505(e)l ~ Openings in four-hour area separation walls are required to be protected with three-hour fire-resistive assemblies, and 1-1/2 hour fire- resistive assemblies in two-hour area separation wal~s. Section 505(e) ~ Openings in area separation walls. are limited to 25 percent of the length of the wall in each story. Section 505(e) If area separation walls do not extend to the outer edge of horizontal pro- jections, (balconies, roof overhangs, canopies, marquees and architectural projections) and the projecting elements contain concealed spaces, the wall shall extend through the concealed space to the outer edges of the projecting elements. The exterior walls, and projecting elements above, must be of one-hour con- struction on each side of the area separation waITforadistance equal to the depth of the projecting elements. Openings in the one-hour walls must be protected with three-fourth-hour assem- blies. Section 505(el2 All area separation walls must extend in a continuous straight vertical plane from the foundation to a point JO inches above the roof, but may terminate at the underside of the roof sheathing if the roof/ceiling is two-hour construction. Two-hour area separation walls may ter- minate at the roof sheathing.provided that: A. Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one- hour fire-resistive construction for a width of not less than 5 feet on each side of the wall. B. Where roof/ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction. C. Openings in the roof shall not be located within 5 feet of the ar~a separation wall. Section 505(3) ~No openings in the roof are permitted within 5 feet of a two-hour area separation wall if parapets are not provided. Section 505(e)3 k"" Area separation walls, which separate portions of buildings having different heights, may terminate 30 inches above the lower roof level, provided the exterior wall for a height of 10 feet above the lower roof is of one-hour fire-resistive construc- tion with openings protected by three- fourths-hour assemblies. As an alternate, the wall may terminate at the sheathing of the lq~er roof, provided roof/ceiling elements, if parallel to the wall, are one-hour construction for a 10 foot width along the wall at the lower roof.; where the lower roof/ceiling elements are perpendicular to the wall, the roof/ceiling elements shall be one- hour for the entire span. Section 505 (eJ5. ~ No openings in the lower roof are permitted within 10 feet of the area separation wall if parapets are not provided. Section 505(e)5 fi. Show the basis for the approved fire~ resistive construction elements for the area separation wall, parapet, and ceiling assembly if used in lieu of parapet. i.e. Item number in Table 43-A, B, C or U.L. Directory, etc. (Note that trusses require two layers of 5/8 inch Type 'X', per Gypsum Fire Resistance Design Manual, Item FC 5406) See the attached article, "Area Separation Walls Revisited", and incorporate appropriate data and details on your plans. ~ Provide complete details of the area separation wall(s) to show compliance with Section 505(ell-5. ,.S.S-:--Provide a note on the plans stating: "Plumbing and conduit penetrations of the area separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall". BUILDING HEIGHT/STORIES ~ Clearly show the maximum building height based on the definition in Section 409. ~ Clearly show if the lower level is a basement or story, based on the definitions in Section 403 and 420. _..frC' Plot the finish grade (adja9ent ground level) on the elevations and dimension the distance to the floor above for story determination. See definition of grade, Section 408. ~ The height and number of stories cannot exceed that shown in Table 5-D. Show the code basis for the height/ number of stories as shown. 66 @ One additional story would be permitted beyond that shown in Table 5-D if the building is sprinklered throughout and the sprinkler system is not o.ther- wise required by Section 506 (areal or Section 508 (substitute for one-hour). Section 507 Towers, spires and steeples shall comply with Section 507, exception 1. FIRE-RESISTIVE CONSTRUCTION Where one-hour fire-resistive con-struction is required, an approved automatic sprinkler system, when not otherwise required, may be substituted for the one-hour constructio~. However, the fire sprinkler system shall not waive or reduce fire-resistive require- ments for: occupancy separations, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and atriums constructed in accord- ance with Section 1715. Section 508 Provide details of the one-hour fire- resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, etc. Maintain one-hour fire-resistive wall construction at built in wall fixtures and behind mailboxes, fire- exitinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 4304(e) ~Detail and reference ICBO number or other approval for horizontal fire assembly using trusses. Section 4303(b)8 Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Section 4303(b)6 ~ Roof/ceiling and floor/ceiling assemblies must be of one-hour construction, detail fire assemblies on plans along with their ICBO number or other I.D. number from the Fire-Resistive Design Manual published by the Gypsum Assoc. or U.L. number or item -number from Table 43-C. UBC Detail water heater vents located inside fire-resistive wall con- struction or within fire-resistive shafts. n:-Detail pre-fabricated fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace.box opening. Section 4304(el S'tFE" CotZl?G" ..:..na,.J 9 7. Clearly identify location and hourly fire-resistive rating of vertical · shafts on the plans. Provide cons~ruction details showing location of fire dampers and how fire resistivity will.be maintained at floors and roofs. Section 1706 Note on the plans that elevator doors must be constructed and installed in the same manner as a ____ _ hour fire, assembly, even though elevator doors are not identified with fire labels. ~ Detail col~n fire protection per Table 4~-A in the UBC and specify column impact protection in garage areas per SEction 4303(b)5. As a minimum, show a 22 ga. steel jacket around each column to a height of · 3 feet above the ground for impact · protection. J6. Structural members such as beams supporting more than one floor or roof must ·be individually fire protected. (Section 4303(b)6) Detail required protection. 1-'f': Clearly specify minimum thickness of walls and slabs to provide -hour fire-resistive rating per __ _ T~b~e 43-B and C. Clearly specify minimum cover for bonded reinforcing at _____ fire-rated floors, fire-rated columns, _____ fire- rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 4303(c)J. @ Detail all plumbing and electrical penetration at occupancy, area, corridor or other fire separation walls as specified in Section 4304(e). ;pr;" ~etail ~11 furred ceilings as required in Section 4203. Show fire-retardant treated wood where necessary. ft Clearly label and identify on the plans the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit courts less than 10 feet wide and exit enclosures, along with their hourly ratings. Section 302(c) INTERIOR WALL AND CEILING FINISH Foam plastics shall not be·used as interior finish except as provided in section 1712. When walls and ceiling are required to be fire-resistive or non-combustible, the finish.material shall be applied directly against the fire-resistive construction or to furring strips not exceeding 1-3/4 inches. The furred space shall be filled with inorganic or Class I material or fire stopped and not to exceed 8 feet in any direction. When finish materials are set out or dropped more than 1-3/4 inches from fire-rated walls or ceilings the finish material shall be Class I or sprinklered on both sides or attached to non-combustible backing or furring strips. Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be non-combustible materials except in Types III and V construction. Where fire-retardant treated wood may be used. All interior wall or ceiling finishes less than 1/4 inch thick shall be applied directly against a non-combustible backing unless it is in accordance with an approved tested assembly. Provide a note on the plans with the finish schedule that, "Wall and ceiling materials shall not exceed the flame spread class- ifications in UBC Tabl~ 42-B." OCCUPANCY SEPARATION A j_ -hour occupancy $..el)aration is required between B -2-o.ff-1 c.,;;:; occupancy and the 8-1 /N:S,ol/Ec-17u,.., occupancy. Table 5-B, Section 503(dl, Tables 43-A, B, C and Chapter 43 Administrative and clerical offices and similar rooms need not be separated for other occupancies provided they are less than 750 sq.ft., less than 25 percent of the floor area of the major use and not related to an H-1 or H-2 Occupancy. Section 503(d) f9 Provide _}_-hour fire-resistive door assemblies in the _L-hour occupancy separation. Section SOJ(c) The required three-hour rated occupancy separation between B-2 and B-1 occupancies may be reduced to a two-hour rating when the B-1 is. limited to the storage of passenger.vehicles, and the provisions of Section 702 are not applicable. Table 5-B The two-hour·occupancy separation may be further reduced to one-hour, if the aggregate area of B-1 occupancy within the building does not exceed J,000 sq.ft. Section SOJ(d) A B-1 occupancy in the basement or first story of a building housing a group B, Division 2 occupancy may be classed as a separate building. The building above may also be considered a separate and distinct building for the purpose of area limitation, lim- itation of-number of stories and type of construction ONLY if the following conditions are met: a. B-1 is Type I construction b. B-l/B-2 is separated by a three-hour occupancy separation c. B-1 is restricted to passenger vehicle storage, laundry rooms and mechanical equipment rooms (No storage, recreation room, etc.) d. The maximum building height does not exceed the limits in Table 5-D for the least type of construction The Type I ConstruQtion is required to have protected exterior wall openings when located within 20 feet from a property line. Section 1803(b) All openings in floors forming a three-hour separation shall be protected by vertical enclosures above and below the opening._ The walls of such enclosures shall be not less than two-hour fire-resistive construction, and openings therein shall be protected by a one and one- half-hour assembly. Section 503(c), Tables 43 -A, B, c_ and Chapter 43 .,..-:--Structural members.supporting an occupancy separation must have the same fire-resistive rating as the separation. Table 5-B, Section 503(d), Tables 43 -A, B, C and Chapter 43 ~ No openings are allowed in a four- hour fire-resistive occupancy separation wall. Section SOJ(c) ~ Openings in a three-hour fire- resistive separation shall be protected by a three-hour assembly, and openings may not exceed 25 percent o·f the length of wall in the story and no single opening shall exceed 120 sq.ft. Section 503 ( d l, Tables 43 -A, B, C and Chapter 43 --97." A two-hour fire-resistive separation shall be not less than two-hour fire- resistive construction. Openings shall be protected by a one and one- half-hour assembly. Section 503(c), Tables 43 -A, B, C and Chapter 43 ® ~- A one-hour fire-resistive separation shall be not less than one-hour fire-resistive construction. Openings shall be protected by a one-hour assembly. Section SOJ(c), Tables 43- A, B, C and Chapter 43 Occupancy separation wall penetrations must be either ferrous or copper and fire-stopped. Steel electrical outlet boxes, not exceeding 16 square inches per 100 square feet of wall, may be installed and shall be separated by a horizontal distance of 24 inches when on opposite sides of a wall. Section 4304 (e) . Fire-resistive floors used for occupancy separation shall have openings for mechanical and elec- trical equipment enclosed in shafts per Section 1706. Clarify that wiring within concealed spaces complies with Section 430S(e). Ducts penetrating one or two-hour occupancy separation walls must have fire dampers. A fire door is required for three-hour separations. Section 4306(j) 'J?eov10G A ;O ;Ol'f',::1\//.U .. Po.-?_ WINDO//V'5 /Al o;Je:. -f-/ouR.. Occ.up.., 5°' l:'"'Pt\ .-eA 71 o.rJ, .w,-. ,..l-6S". Usable space under the first story, when constructed of metal or wood, shall be separated from the non-usable space, and the story above, as required for one-hour fire-resistive construction and the aoor to the usable space shall be self-closing, of non-combustible construction or.solid wood core, not less th.an 1-3/4 inches in thickness. Section 1703 Show the basis for the rating of the occupancy separation you propose, i.e., Item number in Table 43 -A, B, C: Gypsum Fire-Resistive Design Manual; U.L., etc. In all occupancies, floors above the first story having 10 or more occu- pants, shall have not less than two exits. Section 3303(a) Exits should have a minimum separation of one-half the maximum overall diagonal dimension of the building or area served. Section 3303(cl .l-8'r. The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303(a) ...1-01f:' Where a required exit enters a yard, the yard must lead to a public way. Section 3301 ~ Where required exits enter an exit court (~ee definition, Section 404 and 3301), the exit court must discharge into a public way or exit passageway. The exits from the exit court shall comply with Section 3311 requirements for width, number, and protection of walls and openings. ~ Basements require two exits. Section 3303(al .az:· Total width of exits in feet shall be not less than total occupant load served divided by 50. Tributary occupant load from basements and stories above shall be per Section 33031b) and the maximum width required for any story shall be maintained. No point in the building shall be more than 150 feet (200 if sprinklered) from an exterior exit, horizontal exit, enclosed'stairway or exit passageway, measured along the path of travel. This may be increased 100 feet if last 150 feet is in a corridor. Section 3303(d) (See exceptions) Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control or when equipped with panic hardware. Section 3304(b) Exit doors should swing·in the direction of egress when serving occupant load of 50 or more. Section 3303(d) See doors _________________ _ Exit doors should be openable from the inside without the use of a key, special knowledge, or ef~ort. Section 3304(c) [Note that exit doors serving 10 or less occupants may have a night latch, dead bolt, or security chain per Title 24 2-3303(c).] Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304(el The net dimension (clear width) at door- ways should be used in determining exit widths required by Section 3302(b). Section 3304(e). In consideration of door thicknesses, panic hardware, door swing etc., the required exit widths have not been furnished. See door __ Regardless of occupant load, a floor or landing not more than 1/2 inch below the threshold is required on each side of an exit door. Section 3304(h) Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor wfdth when in any position. Section 3305(d) Revolving, sliding and overhead doors are not permitted as exit doors. Section 3304(g) A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of travel, to less than one-half the required width of the stair- way. Section 3306(g) Minimum exit court width is 44 inches. Section 33ll(b) --l-i'37 Change in width in an exit court shall be effected gradually by a guardrail at least 36 inches high and making an angle of not more than 30 degrees with the axis of the court. Section 33ll(b) Hr. Walls of exit passageways shall be without openings except exits and shall have walls, floors and ceilings of the same fire-resistance required for the building, with a minimum one-hour fire-resistive construction. Exit openings in the walls shall be protected by a three-fourths-hour assembly. Section 3312(a) U5--=-Ramps required by Table 33-A shall not exceed 1:12; other exit ramps 1:8. Ramps steeper than 1:15 shall have handrails as required for stair- ways. Minimum size landings and landing clearances··rnust be provided. Section 3307 Stairway width must be at least 44 inches when serving more than 50 occupants: ·35 inches when less than 50; 30 inches when used as a private stairway serving less than 10 occupants. Section 3306(b) Section 330l(b) Seventy.eight inch minimum headroom clearance for stairways should be indicated on the plans. Section 3306(p). Note that this is from a plane tangent to the stairway tread nosings. Stairway handrails should not pro- ject more than 3-1/2 inches into the required width. Trim may not project more than 1-1/2 inches. Section 3306(bl Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. 2 x@ 16" o.c. nailers. Section 3306(ml (n) Landings should not be reduced in width more than 7 inches by a door when fully open. Where doors open over landings, the landing shall have a length of not'less than 5 feet. Section 3306(g) and Section 3304(h) Stairways from upper levels which extend below the level from which eqress from the building is provided, shall have an approved barrier to precl-ude exiting into such lower levels. Section 3306(h) & 3309(e) Vertical distances between stairway landings are limited to 12 feet.· Section .33061i) All interior stairways and ramps shall be enclosed. An enclosure is not required if serving only one adjacent floor and not con- nected to stairs or corridors serving other floors. Section 3309(al .l.J.4-. Stairway riser must be 4 inches minimum and 7-1/2 inches maximum and minimum run shall be 10 inches except in winding, circular or spiral stairways. Section 3306(c) I I I l l Winding and spiral stairways are permitted only in residential occupancies. Section 3306(d) Stairways should be enclosed as specified in Section 3309: a. Two-hour fire-resistive walls are required in buildings of Type I and II·-F.R. Construction, and in all buildings over four stories, and one-hour elsewhere. b. Only exit doors are allowed to open into exit enclosures. c. Doors should be labeled one an one-half-hours or one-hour fire assemblies. d. Exit enclosures should include a corridor on the ground floor extending to the exterior. Fire-resistive construction should be as required for the exit enclosure, including protected openings. Only exit doors are permitted to open into the corridor. e. An approved barrier is required at the ground floor to prevent people from accidentally con- tinuing to the lower level. £. Usable space is not allowed under the stairs. Occupied floors more than 75 feet above the highest grade should have all exits from the building in smoke-proof enclosures. Section 3310(bl ..J,.a-a-; In buildings four or more stories, one stairway must extend to the roof. Section 3306(0). It must be in a smoke-proof enclosure in buildings over 75 feet i~ height. A first story as allowed by Section 702 shall be included in determining the number of stories when deter- mining if a stairway to the roof is required. Section 3306(01 •· Handrails are required on each side of stairways. Stairways required to be more than 88 inches wide shall·have intermediate handrails. Stairways not over 44 inches wide may have one handrail if not open on both sides. Private stairways (l tenant), 30 inches or less in height, may have one hand-rail". Handrails shall be 30 inches to 34 inches above nosing of treads and be continuous and, except for private stairways, at least one rail shall extend 6 inches beyond top and bottom risers. Handrail ends shall be returned or shall terminate in a newel post or safety terminal. Section 3306(jl The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 3306(j) Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the required stairway width. S~ction 3306(9) Openings in the exterior wall below or within 10 feet horizontally of an exterior exit stairway in buildings over two stories shall be protected by a self-closing assembly having a three-fourths-hour rating, unless two separate exterior stairways serve an exterior exit balcony. Section 3306(11 CORRIDORS _J..4,a-:-""' Corridors, and exterior exit balconies, serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to t~e lowest projection. Section 3305(b) ~ When a corridor or exterior exit balcony is accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305(fl 1-tS: Corridors serving 30 or more occupants shall have walls and ceilings of one- hour construction except: a. Corridors greater than 30 feet wide when the occupants or areas served by the corridor have an exit independent from the cor- ridor •. b. Exterior sides of exterior exit ·6alconies. Section 3305(gl ...1-41,. One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 4306(bl, doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305(hl ·..l,4-'r." Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area ot the corridor wall of the room which it is separating from the corridor. Such openings shall be pro- tected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305(hl ~ Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306(j). l-t9:" Viewports in 20 minute rated corridor doors cannot exceed l inch in diameter and must have 1/4 inch thick glass and meta; holder that will not melt at 1700°F. Section 3305(hl J:91r. Provide a complete architectural section of t~e corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, wall~, roof and all penetrations. · Section 3305(g) - ..J..H-:-Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. Section 3305(g) ..lS-r. Corridor walls may terminate at the ceiling only if the ceiling is an element of a one- hour_fire-resistive floor or roof system. Section 3305(g) m: See attached details for approved methods of providing one-hour corridor construction. ~ When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305(el 1-5-r."" Exterior exit balconies cannot be located in areas where protected openings are required. Section 3305(i) EXIT SIGNS J.&6:"" Exit signs are require~ for exits serving an occupant load exceeding 50. Show all required exit sign locations. Section 3314(a) ~ Show that exits are lighted with at leas~ one foot candle at floor level. Section 3313(a) ~ Show that the power supply for exit illumination and exit signs is provided by two separate circuits. (Occupant load exceeds 50 in I occupancies, 100 in H occupancies and 300 in all others). Section 33l3(b)l ~ Show separate sources of power for exit illumination and exit signs. (Occupant load exceeds 999 in A-1, 500 in A-2/2.l, 150 in churches, 100 in I's, 500 in B-2 occupancies). Section 3313(bl2 -¼-6ir."' The exit sign locations as shown are not adequate, ELEVATORS ~ Provide notes and details to show the elevator will comply with Sections 5101 through 5105. GLASS AND GLAZING Specify on the window scheduie the glass type and thickness to show compliance with Table 54-A and B. Glass in doors or within 12 inches of doors is required to be safety glazing. Section 5406(d) Glass in excess of 9 sq.ft. with the -lowest edge less than 18 inches above a walking surface shall be safety glazing or shall have a horizontal member not less than l-l/2 inches in width and located between 24 and 36 inches above the walking surface. U!r. A fire-retardant roof covering is required. See exceptions under Section 3202(bl ~ Specify roof pitch. ~ Roof pitch is not adequate for roof covering specified. Specify minimum pitch of ~ Specify roof material and application. ..l-6"r.' Specify ICBO, UL or other recognized listing approval number for roof ,mater- ials not covered in UBC. ....l-1-o-; Specify roof slope for drainage or design to support accumulated water. Section 3207(a) ~ Show roof drains and overflows. Size drains per Appendix D of UPC. Section 3207(al ~ Show the legal basis to allow roof drainage to flow on to the adjacent property. Draft stop roof/ceiling area, attics, mansards, overhangs, false fronts and similar to limit area to 3,000 sq. ft. or 60 LF (9,000 sq.ft. and 100 LF, if sprinklered). Section 2516(fl :t.:1r. B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H occupancies over 15,000 sq.ft. of single floor area shall have smoke and heat vents per Section 3206. .J:-?,-;-Provide skylight details to show com- pliance with Section 3401 and 5207 or provide ICBO or other recognized approval listing. ..1-rr. Provide plastic ~oof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. ):l--1. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if a least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 3205(cl :1:-?8:"" Provide a minimum 22" x 30" (or 30" x 30" if equipment is in attic) attic access opening. Section 3205(c) FIRE EXTINGUISHING ~ Fire sprinklers are required on any-story or basement when the floor area exceeds 1,500 sq.ft. and.there is not provided at least 20 sq.ft. of opening entirely above the adjoining ground in each SO lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one ·side and the opposite side is more than 75 feet away. Section 3802(b) 1-&0': Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802(b) .J:e'r. Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or.more floors shall have additional sprinkler.heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802(bl J.a-r.-Fire sprinklers are re~uired in retail sales rooms where the floor area exceeds 12,000 sq.ft. on any floor or 24,000 sq.ft. on all floors. Section 3802 .1-S¼. Provide fire sprinklers _______ _ Section 506, 507, 508 or 3802. See also Jurisdiction Ordinance. Js-,r.-When serving more than 100 sprinkler heads, automatic sprinkler systems shall be super- vised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location. ~ Provide class standpipes per Section 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3806 TITLE 24 HANDICAPPED ACCESS AND ENERGY CONSERVATION ...l-8'C' Provide notes and details on the plans to show compliance with the enclos~ed Handicapped Access and Energy Conser- vation check lists. . . FOUNDATION :,,,rr:-Provide a copy of the project soil report prepared by a California licensed ~ivil Engineer. The report shall include foundation design recommendations based on the engineer's findi~gs and shall comply with use section 2905. Specify o~ the foundation plan or structural specifications sheet the soil classification, the soil expansion index and the design bearing capacity of the foundation. -l-&-9-. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommen- dations in the soil report are properly incorpor- ated into the plans.(When.required by the soil report) ,l.9'((. The foundation plan does not comply with the following soil report recommendation(s) for this project: ____________ _ Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. Note on the foundation plan that:"Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall adv~se the Building Official in writing that: a. the building pad was prepared in accordance with the soils report: b. the utility trenches have been properly backfilled and compacted, and: c. the foundation excavations, forming and reinforcement comply with the soils report and approved plan". --1-9':f". Provide spread footings for concentrated loads designed for 1,000 psf soil bear- ing or per bearing value as determined by an engineer or architect. Chapter 29 .1-9'<."" Show height of all foundation walls. Chapter 23 ~ Show height of retained earth on all foundation walls. Chapter 23 ~ Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29 1-9-7: Note on the plans that wood shall be 6 inches above finish grade. Section 2516(c)7 ..1-fl, Note on plans that surface water will drain away from building and show drain- age pattern and key elevations. Section 2905(fl .J,tt. Dimension foundations per Table 29-A. -lllot' TklCKN(S&~ m""4 Ofl.OW l'l.00flS -AllON ... U. "'°"'"" 1'IICIINlSS UNC)tST\JIIIW -..no 1-, ~ 0, ,oc,n,o Ol'OUND IYtM! _,. «-I i-1 su"'aca 1'0UICIA1'1()t,I CONClllTI --· I 6 6 11 6. 11 i I • IS 7 II 3 10 10 II • 24 ~ Show foundation sills to be pressure treated, or equal. Section 2516(c)3 ~-Show foundation bolt size and spacing. Section 2907(e). ..le2". Specify size, ICBO number and manufac- turer of power driven pins. Show edge and end distance and spacing. Section 306(f) ~. Show size, embedment and location of hold down anchors on foundation plan. Section 2303(b)4 204, Note on the plan that hold down anchors must be tied in place prior to.founda- tion inspection. 205. Show adequate footings under all bearing walls and shear walls. Section 2907(d) 206. Show stepped footings for slopes steeper than 1:10. Section 2907(c) 207, Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516(c)2 208. Show pier size, spacing and depth into undisturbed soil. Table 29-A 209. Show minimum under floor access of 18 inches by 24 inches. Section 2516(c)2 210. Show minimum under floor ventilation equal to 1 sq.ft. for each 150 sq.ft. of under floor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516(cl6 211. Specify that posts embedded in concrete shall be pressure treated per UBC Standard No. 25-12. Section 2516(cll ADDITIONAL CORRECTIONS Carlsbad Plan Check No. 85-78 March 1, 1985 STRUCTURAL 1. Special inspection in conformance with Section 306 is required for reinforced concrete having a design strength of 3000 psi for retaining walls. 2. Show stud size on plans, there are many references to studs, however many wall details do not have the stud size (2 x 4 or 2 x 6) called out on plans. 3. Specify the footing size and provide framing details for the structural beam support to the right of line 8 at the front of the building. The footing must meet requirements of soils report. 4. At Grid 8,A how is the 6 x 12 framed to the post? Check the hardware clearance. 5. Detail 14 on Sheet S-5 maintain lag bolt end distance and spacing requirements of code. 6. Detail 10 on Sheet S-5. Provide positive hold down for roof rafters along line of beam #13 and 14. Up- lift is possible at this location and nails would be in withdrawal. 7. Provide detail at supports of the non-cantilevered end of RB 13 & 14. Check for uplift at this location. Hold down provided at foundation, not at top. 8. Check wall for concentrated load from posts. Are pilasters or added reinforcing needed to spread these loads? 9. Stem walls are required to be minimum of 6" thick for 1 story buildings see Details 3, 9, 11 and 13 on Sheet S-4. Calrsbad Plan Check No. 85-78 March 1, 1985 ~ELECTRICAL 10. Electric service equipment and main fuse must be rated 42000 AIC. Main fuse should be equivalent to KTN-R Bussman. Specify the type of main fuse proposed. 11. Specify the type of wiring, insulation & conduit Cu, Al-THW etc. Electrical specifications were not in- cluded in the specifications manual. If you have any questions, please contact Robert Hoglen of Esgil Corporation at (619) 560-1468. Thank you. \ ' , .. Dates 2-'2(.-J"S- Prepared bys R. C. /-he, '-~ ,,) Jurisdiction CA-aL.s<S-"'IC VALUATION AND PLAN CHECK FEE PLAN CHECK NO. ;?'s--7 8 BUILDING ADDRESS NRADA Y /Iv£ a Bldg. Dept. 0 Esgil APPLicANT/coNTAcT a/1'1,zo /lt:R.N"J/'./Dffe:z PHONE No. 2'3'-/ 1 n1 BUILDING OCCUPANCY 73-2.... DESIGNER PHONE .5A-,e ------ TYPE OF CONSTRUCTION V rJ CONTRACTOR PHONE -· ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER Bu1 I cJ, ·'7 ,.._ b SD.:.:::> s.,--fi:--40,0..J ;26~oJO .:. I .... r~" _, . --..,--: == ?, f.e, I &-.d) V / 2SCJO Air Conditionin.e: Commercial Residential Res. or Comm. Fire Snrinklers Total Value Fee Adjusted To Reflect ,t/600 @ ;2;8'Z> I ~ ;?J"·D ,/ @ @ 2 72/ FF-O D Erie r g y Reg u 1 at ions (Fee x 1. 1 ) 'i-?3, 0 Handicapped Regulations (Fee x 1.065) . O/S:o ~ . Building Per m it Fee $ o o :;::, ._, -------------------"'-------- S-6 2.,5'? Plan Check Fee $ $ -"'--------------------------"'-------- COMM EN rs_:----------------------------- a141a2/ q;;v / o~ PLAN CHECK NUMBER If° JI ADDRESS VS-/ i:~ DATE ~,f s ·,~ T'/PE OF STRUCTURE J'ldt,J ~~ZONE: ____ _ SCHOOL FEES: SAN DIEGUITO ENCINITAS CARLSBAD SAN MARCOS _, ~ REQUIRED SETBACKS j > ·..J ~ BUILDING HEIGHT FRONT "'-, FENCES/WALLS SIDE · TWO CAR GARAGE REAR COMMENTS: ~o yiae,, 5)Te__ ~ C-\.)(J<_ \ ----........ ---:~rr~~~..;:;;;_~~--1~~~:.=...:.--1,,;U:;;!:w.::::~-'2Di....::c:~ ~~~~-..::::;.l;;/W~~ D:\ra:: CffiQ~!Jaf\$ ct: de@e . ~ D REDEVELOPME T APPROVAL REQUIRED: ~ 8 D . -------=----------..:.,._ __ Ii~ LANDSCAPE PLAN COMMENTS:___4;:-ft:_....i~.;;..,;;:;;----------------- ENVIRONMENTAL REQUIREp_: ___________________ _ OK TO ISSUE:~ DATE:Oa/asJt.f,;£f OK TO FINAL: ____ DATE: -,, Ii ~ --·--- ****'********if~7*f;i!li***'~rtii::*-t1<t:!***·Cr::t**********~~**************'>:***********~r******* ENGINEERING LEGAL DESCRIPTION VERIFIED? l.Ao..d../ A.P.N. CHE0:io1~. .SEE' ;f,f,S to8S-~~ U PARK IN L~EU ---'-q~/4__,_ ____________ _ !Q ~ P.F.F. /f§?A'~ '" , IMPROVEMENTS: --------------------~ ~ R.O.W: ,gz,,;T ~ ----------------- ~ ---------------E.D.U: ~-*,t:;;;JZ, ~-~ ~-~~-r&J. i SEWER: ----------------------·-·.·-~·-·-~ LATERAL: ________ DRIVEWAY: ~ GRADING P;;IT: /?~ ~PE'Z~otP-~-a-v~-~8.S""'------·-· - ~ ~ "*~~'rtol,.1;) tfAft.MLESS ~AAl~M-e A.6f2E.EMENT(~· p;;; ~ ~ DRAINAGE: ~..?,Ji,~;JJA-un.,-&~-~-::-=.,... ..... -r.----,.r»:t} ~-0~-~ 3,~ -o ~SI~ t:; ~ Ix I IHPiEV&iE'>l7=> aN FA&bA9 Rc~u,i:.€'6 !*'/cf<_ 70 occuMJJC'T' ~ CJ•P,J LU.... ' ~ 8' D. B./61;,.t'e;Si?. ~Pl/di?.. SOI\JP.. ~~ ~ .. .. ' UC:: OK TO ISSUE:. ~ · DATE:_9..:;..--M=-""...::BS=------~-- * ENGINEERING INSPECTIO R~D: ________ · ________ , __ PUBLIC HORKS INSPECTOR: ________ , _________ ~-- FINAL OK: ----------DATE: ____________ _ * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) 1200 ELM AVENUE CARLSBAD, CA 92008-1989 <ttitp of €arlsbab FIRE DEPARTMENT TELEPHONE (619) 438-5523 APPROVED __ 1. __ 2. __ 3. --4. } -X-5. __ 6. .:L7. 18. -X.9. --¼'. 10. ~11. ~12. DISAPPROVED~ . PLAN CHECK REPORT PL~..,...PHECK# 1S -7tf APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets ------,-----------------~- Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: ----------~------------- Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, CO2, alarms, hydrants). Plan must be approved by the fire department prior to installation. The business owner shall complete a building information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required: D Automatic fire sprinklers (Design Criteria: ______________________ _ D Dry Chemical, Halon, CO2 (Location: ________________________ _ D Stand Pipes (Type: -------------------------------0 Fire Alarm (Type/Location: ___________________________ _ fi!e Extinguisher Requirements: /_ )4 One 2A rated ABC extinguisher for each (9~ sq. ft. or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel. D An extinguisher with a minimum rating of ___ to be located: \ D Other: ----------------:c------::.....------.-....--'--,,,-----'-----,f-----r--------- Additional fire hydrant(s) shall be provided __J.~ _ __.&:f2l:!.~__.c:e:::z.,___.lZl~t:f:!:.~_.f:-::!:!./.~~~~1::::::::::::__ __ _ EXITS Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. A sign statin , " This door to, r main unlocked during business hours" shall be placed above the main exit and doors _fc:::::.~=---=~=::::::~~-------------------------- EXIT signs (6" x ·¾" letters) shall be placed over all required exists and directional signs located as necessary to clearly indicate the location of exit doors. GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. · __ 13 .. Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for·ti~es, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. __ 14. Additional Requirements. ----------------------------- l? Comply V!~ sheet(s). · Plan Examiner [' ~ Date~3_-~//-_-~~~sr---__ Report mailed to architect ___ Met with _____________ _ __ Attach to Plans .,, _/ f Jo• No.3 \ 95-'tJ )' e, . /· A 1 l\lhSUl't, JUHN~/'\ ~ ~t'UKl\l Lh, Iii\.,. CONIULTINQ fNQIHftftl I , /\ODl,JO~A L 5/JRUCTURAL CALCULATl·ONS FOR .... B 12N0CI:!:, CLYl:IM s OFF/ LC CONTENTS ·ITEM • .. /40L-\)C?l.,Jµ . FovL CAI.Jr, (...fZ'Jer2.£;f:) JD I\~ DESIGN DATA LOCATION OF JOB CAw L~ l?iAD , CA-u~~AJ1!4 • .. :: SHEET N~ I . -- I . . . "' -------- _ z-3 8UILOING COO E _ _._}9__,__,_J9-'--..:::U;..;.:R:>:::..:C.--_.._--------------- CLI e NT o c~s /L.E;:v-> Ls. y vi\q,JG?-,S 7 . ' STRUCTURAL ELEMENTS DESIGNED BY OTHERS Vtuss CIQl~t> MATERIALS :1i M (M;;:~. D F (, L. ·. -/1: z.. I 6 Li? --Ce> PH I! 2 4 F · SOIL 5D101s-oo J <( N m 0 N D. Ill JoB NAME -------ATKINSON. JOHNSON & SPURRIER. INC. l '/ SHT _..._J_ ____ OF '? ___ _ ~~-1 NS c.?€?,Af'Jc.6 ( B ,C.,0-1..) BY--<--+---------- CONSUL TING ENGINEERS DATE_';>_-} '2,-B~S' __ JOB No._2 /8 ~. t-7 gooF F/2.A/v'll/\.)6 CK-CANTl LEVE'2GD /Z<D<Df :}bt~r; €_ 'BE-1\-tA. JI:-':\3 q, \ °' C, K ~ Pt..U==·r-- W =-/. 33 '1-I "l ~ Z 3 ~ Dt.. w ,._._, ~ I. g3 ~ 20 • Z? Ill, MJ4K. I..JPLIFT e Srkk.. SPl4. rJ p I vJ I t {•q I Le,'( J, )'2,i:,;,,,; .2.~ It" /2:. (!s i/SO +-(z.it01).7S1/t -23"1-1-53/z. );t.s'-= G7# . UPLIFr- l)S E 5" /!Yi°;?b07V T'S 2. '2... ~1 ~T Snt,f/J f.bffWE&v J?.? l<i.TT; ~ 6 LB. L w / l-/Gd O'f, e,vU, P, ~ 3DOD ~(Pt..+1-1...) fz.. P, / l\ L9 # \!Mt.1.) W1.... Lt>, f2. A j ~ w, ~-'7CJ'IF-lt (D1.+1..1,,,.) ' ' c,· ,_ /I • ' Wz_ ':,.. 5 e:. ~ ff-I, (PL.) Mc~ -:a.. 30oo 2' ~ I-14 2..C) v.<-t-9q x'? 2 /2. -i.. 39.G.'lt:.... M ~,~ ~ olP~ ~ ,, 2 /z., ---22., z. 't.. L9 PlA Ff~ ~°J,6 --z:1-.2.,)/11' ._ CAP/IC!.711 oP Z-3/4" tnl'.) ts, M~ s•t1G-~$ i:,ou1$us-s~ K.. I. 7~ ~ Z.. ~ I· 2k '-4 .~ \ ~ t,1er'1,s.1Qe ~ , 6J J::--;::::=: ./ •' < <( N 0) 0 N D. 1/1 JOB NAME _____ ---,--____ _ fARJvtE-~.LJ.N S UR.At JC,£ l 8 , C.-O ·) BY Dt... ATl<INSON, JOHNSON & S~URRIER. INC. CONSUL TING ENGINEERS Ct-\ ELt:. G:, '' CO /\!JC . 12.L T /U/J I/JG. VhH.J._ FDR- CONC E-AJ Tf2A fF.'I) LOADS FIZOM PO'":)Y-S PW! A-)< ~ r2i 1:: Pv...~}.<e'f.-13~ Zl"- 'IE.Ff, i.,..., t D17t ~ '3.'S/1;-A.. '1 '-" 2-°61-'~11 MU-, (}, 7 ,f; / )2) , 9 / '1½ ~ Z , } 1 t SHT._ -~ OF 3 ____ _ DATE_3 • 13·-..8.,.._S-__ JOB No. 31 S.S.:.L.2- V.J /1.. u.._. L ~ 0 \'.:. FO~ CIJ Mc G ~~) L£> M') s, .,. C .. .. C N .. .. { \ ,,, . I ! I 1· r ~ r --------~--·-----,. 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[2. c 1 >J Fr ... £~ ~ Co q I'-§ I SOIL I-Xi!NfGt2./ < N OI 0 N IL II) ,,_I\ lli , ,. l\' l .. _ ,\ I l\lf\.--,,~-~:~_ii,:..,\lN & '..:il'Lll,l,I1 If INC ~•111 11-I • ·--Q.:.._\:1--_! Cl .:: _ _J.illJ.JfZlV~ .. C £ ____ OAlt_ q -. -t __ · ~ ... CONSUL TING ENGINEERS ~v .... L~l"-----------JOB No_~l .. -:-_r:_.~~-7 _ l,.----'-----------------------------------------=- ~4'-01 ' - 0 _, ('I') (§)--'=== Q---- Q-· ,, II IJ '1 •1 I, 71 L!31 =-'· -=:::.. \ If, --, 11=--::!I 11 11 ,, G _Q ~ ... V f <t N 0l 0 N a.. Ul JOB NAME. ________ _ ATKINSON, JOHNSON & SPURRIER. INC. SHT.~OF __ _ DATE 9-/~-84 JOB NO. 6 / 6 5'. '27 \ FAl2ME.RS lNSuR.AMU: .. .. }BY DK.- BCO -lOAD.J ROOF J:JL ~ !3. U. ROOFING PLVYJOOD TJI JfJSUL C.E.JLJJJC, MEGr\ 't. f..lLLT /VJ I SC.. ·1DTAL. ROOFLL ~ pr21v,r 7.'f.3'1-l .. :: 7p~P ~~,, C1LtP Zx 3,0:. 0 psi= pemrc, :. 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ROOF~-B EA/v1 -B·2 SPAN~ 20' T/?1B. vJIDrH == 2'Z, S' lA/:. 22 .-;(J7+l~psF) + 3D#h i 712 *? }'1n .. .,.. 7 7 Z y.. c 01/8 " 3 8, G> 1 t:' .S 1Zec,1o == 3 8.r,;'1-12./1. 2~x z .. 4 l:::.SJ :::. / 54,4 ,µ 1 ~PL." -, 57 1 ' S~Af2.: TRY: S Y6 ')<. IS I/ C,LB $ = J £g, 4 IIJ ! I~ /441 .. 4 IN 4 CltY>1~ ::. /, 5 '2<, S7" ~ . fsG" CfftvJBt=/2 ---7Ls 11 01<. us€!:: 51/8 x /S'' C') LB -coMB t4r CAM8EJ2.-7/B11 ( ct N en 0 N n. en JOB NAME. _______ _ ' EA taM 6 e 'Si I t:-J $ V QA NC& )'BY DK ATKINSON. JOHNSON & SPURRIER. INC. CONSUL TING ENGINEERS SHT,Q_OF-__ _ DATE 9-/ 7-84 JOB No. 3 I 95. 2 7 1.r------------------------------- ROOF rl<AMINC:; -8.CD. ROOF BE.Af'-1 B·3 SPAN'= z.0 1 v.Jor..~4S ,;./4+/:5vB t,; ,7511-/, r-ir==================~ 4 9,9 ti/, Mn,•f(J.~·x. 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U) JOB NAME. ________ _ FA/21-1 en..s IN s u t2ll-tvc..cs ATKINSON. JOHNSON & SPURRIER. INC. 'av D l;;.. ROOF FRAMJNC., 12,ex:::>F 13 EAtvl B -Jo SPAN:. I~' ,I) ,, _ CON~UL TING ENGINEERS ,o' W~\9SH-/, (,A) • ~o N<-/, Jb I ' S ~'"' '" J o _. 7 'I}~ /1; 2..S x /. ir.;-... ~i, t.. IN$ USG 4)(./4, P,v--:. /~S 'I. ~,~14~-37~-5 2-,~·, Ot- SHT.~OF __ _ DATE ____ _ JOB NO. ___ _ ~n...,,;: SY-(314/12-')_x /921/384x/~Co·'f./.O_'~t,,.7B i:-, 1S'~f/4u; de.. ·' JOB NAME. ________ _ CAJV::1EQ.<,; ) IJ $ Uf2AtJC.c, .. BY D t, ATKINSON. JOHNSON & SPURRIER. INC. CONSUL TING ENGINEERS · SHT.~OF __ _ DATE Cj~/_9-g 4 JOB No. :518S::,ZJ f?OOF Fl2A~INGJ. -p,qRT/l1L £..OOF PUlN ~ JNSP£{!.T/OA.J AREA '3D' ,, / rJ 00 /~ 0 _1 ~ // //' / ...9 -// I I/ / ----'I .. I I \ \ c:11 I 'b I I TJl 1 I \ I I I I \ -11 I I ~ ;Ii . I ~ c:.-==i1 (.1) N --'I rr~:, V727UJr -I SoFfJt. _ ,~, . H - I ),vti Spsf? ~ ' ! I : I ~ ·-a-~ -'. --3 . l . _J / / _J(--1 . ~ '--J :---~ l <t OI Ol Yf:3 '< ~ i '-o'' . 0 ~ Q. I Ul ---.. <t N (J\ 0 N D. Ul Joe NAME. _______ _ ATKINSON. JOHNSON & SPURRIER. INC. 'It) \ ·~ SHT._I""_" OF __ _ FARMER,<; JNSU/2,IHJC.~ 'B~ DK, CONSUL TING ENGINEERS DATE 9~ 18-B~ Joe No. SIB S:, Z7 }20CJF FRAMING -BCO E:OOF /3EAM -BIi SPAAJ 2 29' W ~ 4, $ ~ l 5;sr + /; 5 (41 + 8) f-15'*11 · ,._ I l S 1 t Mn.: l"S-,cZ91/B~.,, /7,B';:.. s~G.QIG ~ 1-7_,g xlt.. J Z,)4.,~sl -,z;,~,.$. IN 3 TR.Y -g'lj& -xlS 1'6 LB f'.,,--=-/. S 'I-J{-t(r-J~ · <;,/ 46 .. ri~ .,,_ 7 r; PS I CJ /t:: ~n.-:; $1-(1'Sjl2..)Y.348 4/3'84xJ.8 xlO'°'f.Ci Q :~-/,{;.6, 1~L/'2l,G . ot.. CJtrml$e~ 2~4 11 /2CXJF. BEllM-_B/2 SPAN==" Ii I w~117~ I• ·-if i-..,t,1 M11.. z 117 x /31/B~ e.9 'K... I I • IJ:SE': -i '18ilS116 L/3 ~e,e Z' '/4 1\ . S R~(i)IO:.. 2,9'/.. I e. /l S°l<SJ = c'3, z.) 1 JJ ~ Tl<Y 4x8 P1v: /. '5x 8'101/zs.4 'k. 4 ~ ?SJ .b.T'--=-_5 y. (/a7 /rz.) x /5~ 4!3g4 x /. ~ y./ o '-x II I ,J -=-~ '7 CJ. '1d119Tt LJ TL ( 4,-10) ~ '(i__;//Z.3 J ).-,'J =-~EB;{!/ 41 0 US E f.l. 'I,/ 0 F ~ t.., ,vo. _'t... c( N en 0 N n. Ul JOC4 NAME.-·--""· ··-___ . • _______ ·---·-___ _ ___£A_e..M__t;_g_'i__J.JJ. t t.2..1Zt111 C...~ _ 'Bv PK. ATKINSON JOHNSON 8. SPllhf,IE R. INC CONSUL TING ENGINEERS SHT._(2J_~•1' .... DATE__J ::-8: ~~L _ JOB NO .3._ l;'_,_$_ :J:}__ 13-\3 l.51) w,. ,vJa. "' tJJ, ~ ,_ i~ ( n+1.-0) t 30~:) 7'=> #-/, I : 11 . .. v.7 w ... =-i ~ C r> + w) s sss,. 1, 4 4 _ w ?> % zsq 14-1,+ 4;s,,.,-s+1.s-,,.. s~ 3eos ~1, · · · ' t '.7'-'-~· f'-f"' ~ q' .P, :: 128,\ t-t?e,2--: "3282 '*'-( LL~ tS ~) _ 1 ' . P1.1 =-[!.i~ (17 pst-t-Bpi.C 1-20~~ )t-s·I(, fs-,._1s #/] ;s'; 112.9~ 1(§7s-LL.) ~ --Cz,s c,,.,..~-1-2.D)t 3y.e .,..,~J 1'5"' :-z2,211-(7~.,,_ I.(..) Z' ' ~ l -,II M r<-:.. 7~ y. 92-/z. .,_ ~ x )41.">+ 9x ~'2.B2.. -:-4 JJ9 0 i lb S tf.eQtt, ~ 4 i 190 'f 12., / 1-?.S ~ Z4ro= I~~, r,.; ~ Tf1_ y s 1tte, " J S-'L l) L ~ 'S ~ / ~8-~ lL \..~ D~L.. .. (. ~ i'=>ll-t-, J'=:,~~) , , eo'' 7:-e_; 12P1 ot._ z... F@m utiM.I.,~ <!J~~r1r • '1 Or\J 'F9<..vQWtNCi f;. ~ ~ CAmiZ~ ~ I ,S1' .~~~ ~ .. 9 S~ • 01 E s Vs ). / S'l4. L.~ Ct:>wiJa. ?4 F C;ttneee J',_oq ' - Atkinson, Johnson, & Spurrier, Inc. Job • No. : .:OJ~-~_2, 1 ANALYSIS OF A PLANE FRAME FRAME DESCRIPTION: ROOF BEAM --#B13 NUMBER OF JOINTS = 7 NUMBER OF MEMBERS = 6 NUMBER OF RESTRAINED JOINTS = 5 NUMBER OF RESTRAINTS = 10 NUMBER OF SPRINGS = 0 MODULUS OF ELASTICITY,E = 1800 KIPS/SQ. IN. POISSON~S RATIO = ~ . ...) DENSITY = .00028356 KIPS/CU. IN. COEF.OF THERMAL EXPANSION = .0000065 IN/IN/DEGREE DEGREES OF FREEDOM = 11 COORDINATES OF JOINTS: (FEET> JOINT X y 1 +0.00 +0.00 2 +7.50 +0.00 3 +9.00 +0.00 4 +10.50 +0.00 5 +12.00 +0.00 6 +18.00 +0.00 7 +21.00 +0.00 SECTION PROPERTIES OF MEMBERS: TYPE AREA 1 76.90 MEMBER DESIGNATIONS: I-ZZ in· .... 4 1441.40 <*=RELEASED END> • s-zz ALPHA 188.40 0.00 Date: L"JI:9-<" DESIGNATION G.L.B MEMBER START JT. END JT. SECTION LENGTH END. RELEASES No. (JJ) (JK> No. <feet} (JJ} (JIO 1 1 2 1 7.50 2 2 3 1 1.50 ..,.. -.) .,.. -' 4 1 1.50 4 4 5 1 1.50 5 5 6 1 6.00 6 6 7 1 3.00 SEMI-BANDWIDTH = 6 SUPPORT JOINT RESTRAINTS: (O= NO RESTRAINT;l=RESTRAINT} JOINT X-TRANS Y-TRANS Z-ROT 1 1 1 0 2 1 1 0 3 1 1 0 4 1 1 0 5 1 1 0 NUMBER OF MEMBERS WITH TEMP. CHANGE= 0 NUMBER OF LOADED JOINTS = 2 NUMBER OF LOADED MEMBERS = 6 LOADS APPLIEP AT JOINTS: <KIPS,FT-KIPS> JOINT 7 6 MEMBER LOADS: MEMBER 1 : F-XX 0.00 0.00 F-YY -2.69 -1.05 DISTRIBUTED LOAD: (KIPS/FT) DIR W1 W2 Y -.37 -.37 MEMBER 2: DISTRIBUTED LOAD: <KIPS/FT} DIR ~,J1 W2 • Y -.31 -.31 MEMBER 3: DISTRIBUTED LOAD: (KIPS/FT} M-ZZ 0.00 0.00 DIR Wl W2 y -.31 -.31 MEMBER 4 . . , DISTRIBUTED LOAD: <KIPS/FT> DIR Wl W2 y -.31 -~31 MEMBER 5 . . DISTRIBUTED LOAD: <KIPS/FT> DIR Wi W2 y -.05 -.05 MEMBER 6: DISTRIBUTED LOAD: (KIPS/FT> DIR Wl W2 Y -.05 -.05 JOINT DISPLACEMENTS: (INCHES,RADIANS} JOINT DELTA-X DELTA-Y THETA-Z 1 0.0000 0.0000 -.0002 2 0.0000 0.0000 .0001 ...,,. -~ 0.0000 0.0000 -.0001 4 0.0000 0.0000 .0002 5 0.0000 0.0000 -.0008 6 0.0000 -.3481 -.0075 7 0.0000 -.6360 -.0082 REACTIONS: <KIPS;FT-KIPS) JOINT F-XX F-YY M-ZZ 1 0.00 1.12 0.00 ..., 0.00 2.12 o.oo .L 3 o.oo 7.01 o.oo 4 0.00 -33.70 0.00 5 0.00 31.80 0.00 MEMBER END-FORCES: MEM JOINT F-XX F-YY M-ZZ P/A M/S <KIPS> <KIPS) (FT-KIPS} (KSI} (!<SI} 1 1 0.00 1.12 0.00 0.00 0.00 ,, o.oo 1.66 -2.04 0.00 -.13 L 2 2 o.oo .46 2.04 0.00 .13 3· 0.00 -.00 -1. 70 o.oo -.11 3 ..,. ~' 0.00 7.01 1.70 4 0.00 -6.56 8.48 4 4 0.00 -27.14 -8.48 5 0.00 27.60 -32.58 5 5 o.oo 4.20 32.58 6 0.00 -89 -~,. -8.30 6 6 o.oo 2.84 8.30 7 0.00 -2.69 .oo ' NUMBER OF MEMBERS WITH TEMP. CHANGE= 0 NUMBER OF LOADED JOINTS = 2 NUMBER OF LOADED MEMBERS = 2 LOADS APPLIED AT JOINTS: <KIPS, FT-KIPS) ' JOINT 7 6 MEMBER LOADS: MEMBER 5: F-XX 0.00 o.oo DISTRIBUTED LOAD: DIR W1 Y -.03 MEMBER 6: F-YY -.59 -.38 (KIPS/FT> W2 -.03 DISTRIBUTED LOAD: (KIPS/FT> DIR W1 W2 Y -.03 -.03 M-ZZ 0.00 0.00 JOINT DISPLACEMENTS: (INCHES,RADIANS} JOINT DELTA-X DELTA-Y 1 0.0000 0.0000 2 0.0000 0.0000 -..::, 0.0000 0!0000 4 0.0000 0.0000 5 0.0000 0.0000 6 0.0000 -.0903 7 0.0000 -.1634 THETA-Z -.0000 .0000 -.0000 .0001 -.0002 -.0019 -.0021 0.00 . 11 0.00 · .54 o.oo -.54 0.00 -2.07 o.oo 2.07 0.00 -.53 o.oo c---:r • J.,_ .. 0.00 . 00 ' REACTIONS: (KIPS;FT-KIPS) JOINT· F-XX F-YY M-ZZ 1 0.00 • 01 0.00 2 o.oo -.43 0.00 3 0.00 2.35 0.00 4 0.00 -9.19 0.00 5 0.00 8.46 0.00 MEMBER END-FORCES: MEM JOINT F-XX F-YY M-ZZ P/A M/S (KIPS) (KIPS} (FT-KIPS) CKSI) (KSI) 1 1 ·0.00 • 01 -.00 0.00 --.00 2 o.oo -.01 • 05 0.00 .oo 2 2 0.00 -.42 -.05 0.00 -.00 ~ ..) o.oo .42 -.59 0.00 -.04 7" -~ 3 0.00 1.92 .59 0.00 .04 4 0.00 -1.92 2.30 0.00 .15 4 4 0.00 -7.27 -2. 3() 0.00 -.15 5 0.00 7.27 -8.60 0.00 -.55 5 5 0.00 1.20 8.60 0.00 == • ..J..J 6 0.00 -1.05 -1.88 0.00 -.12 6 6 0.00 .67 1.88 0.00 .12 7 0.00 -.59 .00 0.00 .00 (( N a, 0 N 11. II) JOB NAME. ________ _ FA 12.M E.g.~ I N So Q,ft ttJ c.e: f<OOF FRAMJIUC> !200F BEAM B-14. ATKINSON, JOHNSON & SPURRIER. INC. CONSUL TING ENGINEERS W, :: 2. .. ( /7-f 20) + 2S°#4: 99#/, ( f;'1 DL1 40 LL-) V--/ t, : 3~e/·4 {PL) SHT.~OF __ _ DATE 9-/8'64- JOB NO. 3)8$, '2,J Pi~ /&.'S'/ }~;~1-t-1i1 ~ (/.'S~ Bo_oo-#-(S4t)'-'-J ;qG,Dot) P2 ~ ,.,_ J 4 '2-9 # ( 3,~ L½ ,os-4 01.,) M,1114-'/( ,!. .BO,SS' +-g,'t's -'39,06 S ~e--,. 1 S'(6L-!J ... Y -:= ,{ '7'=, 'I. .'1) f. ;3Do~t-/4Z9 'J! S3W;IC ' ~I..,'---:... -;.._-~I~ I(::.. R.j(;;,e::::D C> t.. C/h?16evt ?. I,,~~,.(:, 7 :.. I rCX) '-r ( -L:; 1/e x· 1 s" C:J LB /1;€,, '2.4 F .. ~ Atkinson, Johnson, & Spurrier, Inc • Job. No.:~!..€§.:'!:} . · ANALYSIS OF A PLANE FRAME FRAME DESCRIPTION: ROOF BEAM --#B14 NUMBER OF JOINTS = 10 NUMBER OF MEMBERS = 9 NUMBER OF RESTRAINED JOINTS = 8 NUMBER OF RESTRAINTS = 16 NUMBER OF SPRINGS = 0 ~ODULUS OF ELASTICITY,E = 1800 KIPS/SQ. IN. POISSON"'S RATIO = . ..::- DENSITY = .00028356 KIPS/CU. IN. COEF.OF THERMAL EXPANSION = .0000065 IN/IN/DEGREE DEGREES OF FREEDOM = 14 COORDINATES OF JOINTS: <FEET> JOINT X y 1 +0.00 +0.00 2 +1.33 +0.00 ~ +2.67 ·+0.00 .J 4 +4.00 +0.00 5 +5.33 +0.00 6 +6.67 +0.00 7 +8.00 +0.00 8 +11.00 +0.00 9 +17.00 +0.00 10 +20.00 +0.00 SECTION PROPERTIES OF MEMBERS: TYPE 1 AREA in··'"-2 76.90 MEMBER DESIGNATIONS: 1441.40 <*=RELEASED END) s-zz ALPHA 188.40 0.00 Date: L<2_:!_:.J4 DESIGNATION G.L.B. MEMBER No. START JT. (JJ) END JT. <JK) SECTION No. LENGTH (feet) END RELEASES (JJ) {JK) 1 1 2 1 1.33 2 2 3 1 1.34 3 3 4 1 1.33 4 4 5 1 1.33 5 5 6 1 1.34 6 6 7 1 1.33 7 7 B 1 3.00 B 8 9 1 6.00 9 9 10 1 3.00 SEMI-BANDWIDTH = 6 SUPPORT JOINT RESTRAINTS: (0= NO RESTRAINT;l=RESTRAINT} JOINT X-TRANS Y-TRANS Z-ROT 1 1 1 0 2 1 1 0 3 1 1 0 4 1 1 0 5 1 1 0 6 1 1 0 7 1 1 0 8 1 1 0 NUMBER OF MEMBERS WITH TEMP. CHANGE= 0 NUMBER OF LOADED JOINTS = 2 NUMBER OF LOADED MEMBERS = 9 LOADS APPLIED AT JOINTS: <KIPS,FT-KIPS> JOINT 9 10 MEMBER LOADS: MEMBER 1 : F-XX 0.00 0.00 F-YY -1.05 -2.46 DISTRIBUTED LOAD: <KIPS/FT> DIR W1 W2 Y -.37 -.37 M-ZZ 0.00 0.00 MEMBER 2: DISTRIBUTED LOAD: DIR W1 Y -.37 <KIPS/FT> W2 -.37 MEMBER 3: DISTRIBUTED LOAD: DIR W1 Y -.37 <KIPS/FT) W2 -.37 MEMBER 4: DISTRIBUTED LOAD: <KIPS/FT> DIR W1 W2 Y -.37 -.37 MEMBER 5: DISTRIBUTED LOAD: <KIPS/FT> DIR W1 W2 Y -.37 -.37 MEMBER 6: DISTRIBUTED LOAD: <KIPS/FT> DIR W1 W2 y -.37 -.37 MEMBER 7: DISTRIBUTED LOAD: <KIPS/FT) DIR W1 W2 y MEMBER 8 : _ -.37 -.37 DISTRIBUTED LOAD: (KIPS/FT> DIR W1 W2 Y -.06 -.06 MEMBER 9: DISTRIBUTED LOAD: (KIPS/FT> DIR W1 W2 Y. -.06 -.06 . JOINT DISPLACEMENTS: (INCHES,RADIANS> JOINT 1 DELTA-X 0.0000 DELTA-Y 0.0000 THETA-2 -.0000 2 0.0000 0.0000 -.0000 3 0.0000 0.0000 .0000 4 0.0000 0.0000 -.0000 5 0.0000 0.0000 .0000 6 .·-0.0000 0.0000 -.0001 7 0.0000 0.0000 .0002 8 0.0000 0.0000 -.0014 9 0.0000 -.3750 -.0077 10 0.0000 -.6688 -.0084 REACTIONS: <KIPS;FT-KIPS> JOINT F-XX ' F-YY M-ZZ 1 0.00 .18 0.00 2 0.00 .62 0.00 3 0.00 .22 0.00 4 o.oo 1.44 o".00 .5 0.00 -3.01 0.00 6 0.00 13.62 0.00 7 0.00 -23.47 0.00 8 0.00 18.49 0.00 MEMBER END-FORCES: MEM JOINT F-XX F-YY M-ZZ P/A MIS (KIPS) (KIPS} <FT-KIPS) (!<SI) . ·<KSI) 1 1 0.00 .18 0.00 0.00 0.00 2 o.oo· .31 -.08 0.00 -.01 2 2 0.00 .31 .08 0.00 .01 3 0.00 .18 .00 0.00 .00 3 3 0.00 .04 -.00 0.00 -.00 4 0.00 .45 -.26 0.00 -.02 4 4 0.00 .99 .26 0.00 .02 5 o.oo -.50 .73 o.oo .05 5 5 o.oo -2.51 -.73 o.oo -.05 6 0.00 3.00 -2.96 0.00 -.19 6 6 0.00 10.62 2.96 0.00 .19 7 0.00 -10.13 10.83 0.00 .69 7 7 0.00 -13.34 -10.83 0.00 -.69 8 0.00 14.45 -30.85 0.·00 -1.97 8 8 0.00 4.04 30.85 0.00 1.97 9 o.oo -3.69 -7.65 0.00 -.49 9 9 0.00 2.64 7.65 0.00 .49 10 0.00 -2.46 .00 0.00 .oo [_OA][) C11~::!!JISE n-.....eo w, NUMBER OF MEMBERS WITH TEMP. CHANGE= 0 NUMBER OF LOADED JOINTS NUMBER OF LOADED MEMBERS = 2 = 2 LOADS APPLIED AT JOINTS: <KIPS,FT-KIPS> JOINT 9 10 MEMBER LOADS: MEMBER 8: F-XX o.oo 0.00 F-YY -.38 -.54 DISTRIBUTED LOAD: <KIPS/FT> DIR W1 W2 Y -.04 -.04 MEMBER 9: DISTRIBUTED LOAD: DIR W1 Y -.04 <KIPS/FT> W2 -.04 M-ZZ o.oo 0.00 JOINT DISPLACEMENTS: CINCHES,RADIANS} JOINT DELTA-X DELTA-Y 1 0.0000 0.0000 2 0.0000 0.0000 3 0.0000 0.0000 4 0.0000 0.0000 5 0.0000 0.0000 6 0.0000 0.0000 7 0.0000 0.0000 8 0.0000 0.0000 9 0.0000 -.1041 10 0.0000 -.1836 REACTIONS: <KIPS;FT-KIPS) JOINT F-XX F-YY 1 0.00 -.00 2 o.oo .02 ..,,. .... , 0.00 -.07 4 0.00 .27 5 0.00 -1.01 6 o.oo 3.80 7 0.00 -6.97 8 0.00 5.24 THETA-Z .0000 / -.0000 .0000 -.0000 .0000 -.0000 .0001 -.0004 -.0021 -.0023 M-ZZ o.oo 0.00 o.oo 0.00 0.00 0.00 0.00 o.oo MEMBER END-FORCES: MEM JOINT F-XX F-YY M-ZZ P/A M/S (KIPS) (KIPS> (FT-KIPS> <KSI} <KSI> 1 1 o.oo -.oo -.oo 0.00 -.00 2 0.00 .00 -.oo 0.00 -.00 2 2 o.oo .02 .oo 0.00 .00 3 o.oo -.02 .02 0.00 .00 3 3 0.00 -.06 -.02 0.00 -.00 4 0.00 .06 -.06 0.00 -.00 4 4 0.00 .22 .06 0.00 .00 5 o.oo -.22 .23 0.00 • 01 5 5 o.oo -.80 -.23 0.00 -.01 6 0.00 .80 -.84 0.00 -.05 6 6 0.00 3.00 .84 0.00 .05 7 o.oo -3.00 3.15 0.00 .20 7 7 0.00 -3.96 -3.15 0.-00 -.20 8 0.00 3.96 -8.73 o.oo -.56 8 8 0.00 1.27 8.73 0.00 .56 9 0.00 -1.03 -1.80 0.00 -.11 9 9 0.00 .66 1.80 0.00 .11 10 0.00 -.54 .oo 0.00 .oo ( < N (Jl 0 ~ n. en , JOB NAME. ________ _ ATKINSON. JOHNSON & SPURRIER. INC. SHT.Me.OF· __ _ DATE JO--/-B4 FA g ,...,, c 12 t;. I /tJ s u ~~·rJ c.e CONSUL TING ENGINEERS JOB No. I/9 $". 2J BY DIL /20DF Pl2AJVII/J{,7 /2C>oP l2£Atvt /3-1~ -:5PAN: /9 1 (o . 6,S1 1.J 't.. I.Pi ' • j ~ ,, !, It::/' ~ I -GofC, f- 1, ,S x I S't,. Bps¥ c I q z,011- 3,1' _ i~'lb g£ "\ ti YJJ I Mr.w.-)( ~ i,iY.JIJOJ(/2 r '3'?>/<.:.Y.S,SI-iH:ili'S-~/i--3S.9 1 ~ ~£-GQ1v.; ~ '3 c;. .°} i, 12 /1, t..S 'Y. 2. 4-.,_ / 4? .. , , ril1 7ft,'1 S1l<B ~ /g 'le.. "'6L/3 5----1 'S4'l r"N""'--, -~"I,. <./177/ G ~,7--:.. 1s1 11 s, ot.... l)Jeq ;:_ 9 Y 3 'S ,C) I I '11,.:,. r Bo2_L:.J, ' 6~ ~ 5y_{900/1L)X?..-?.55 4/ 3'd4'f. /-~x1o"r. lOS) t /,24"::. 10+ '6 i_._-,r(~/.f7J ,, tA ,_ ·61 LI =-e; 3 ~o C) k C:, 91.. -Z.-/, 2.,,9 ~rC:. J =. • s / I/ O,A--,1\~~ /,,Sy_ ,S')-... : ~C:. l..)3JG r.s 11~ ~ / 311 z., ,t G LB Com tJ. '24-F · · < CII 0\ 0 CII D. Ill JOB NAME. ________ _ FAJ?MEl?S L/tJSvRIWCG 'ev DI< ATKINSON. JOHNSON & SPURRIER. INC. RCXJF FRAMING -B.C.O. [2.00F 2£AIV\ -13 J (.p CONSUL TING ENGINEERS l !;' J: s PA )\j :: / G, I -T W,1.. - R,.;= 4.GPJ'--¥------'--=-----,f W 1 = J.$1 ( Jr)tW) 7 Wttf, 1:: 5 7.Sio/r 11J2. :. J '5 (l7.,. zo) -1-z_o#-ft =: 72, s #I, Wz-= Z (27+-20) +-Zo#-J ~ IJI.J#/1 'S12,{;Qto"' JB.~1-12. /rzsy. /,,3·z: l3~1AJ ~ 3.\D T£~ ~-x/4 SHT.-.e.uoF __ _ DATE 9 -2_0-8__!_ JOB No. 3/ 95, Z7 fif.2, /r'SY:4~(.0/74,"l~i. 9~fSl L),?..,SxBS,Psl DL . W'-Q . . · 6. TL-:::: S'i. (5,i//2,) x /9.'l 1/384y./,t:,71u,._r ~IZ a ~., 4"7/(c-1/ 4<!)<o ()SE:.! G:,'i--14- Dr~l #: / Ok c( <II "' 0 ~ a. Ill JOB NAME _______ _ FA FM Ee S I N Su f2..A MGtf. • BY D~, ATKINSON. JOHNSON & SPURRIER. INC. CONSUL TING ENGINEERS l<ODF FK.11MJA.JC.,. -B C.O /200F 136AM -/317 SPA.N =-· l_3.1 SHT.~OF __ DATE 9 -20 •84 JOB NO. '3/f3S',Z1 \I(/ r,_ c. I~ X (/7-f 2D) ~ S~6 r-2.o ~ ~7 S #J Mn.:. b7Sx133/8c.. rz.-14'~ 5".e.eo,~-i l2l4x12.//,Z~X/.Z~,. q~,'2 IJ1J$ ' . 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I -S ..,_I, Z./J :i. / ,_ 9 3 US" 6 51/ea '><IS'' G uJ. · · Cltm~ elL 2 11 .. - < "' Ol 0 "' 0. IJI JOB NAME ________ _ FAeM Ee~ }NSCJeA/UCE • BY D'K,,, ATKINSON. JOHNSON & SPURRIER, INC. CONSUL TING ENGINEERS ROOF FRAM/NC-, CANDP'I B'I /N.SPccnoru ARE.A {2oop 13EA {V( 13, Z.D W t-L 2 2 ~ to ps ~--:: 4tJ#ft . 5HT.~OF·--- 0ATE 9-27-8~ JOB NO. 3/ es:~ '27 wbL '!: lx 17 I-4 ~ @p~ ~ t--~Y-~ --9D + J s#t 2 /CJ'D #Jr S',2.,501t:, ~ /&,,3~ ,y;,,z,~-,...,. 2-S-:. 12,,-r-)tv ~ 7,ic, 4 ·iJ f... f:-u-,._ I, -S 'x 14'5''1-.1~/53,4 1.-~ I /9SI Dr'- • > 6n.., ~ S x(L 4-'r}lz) 't 3h:> 4J 3t34 ~ I-' )!./o '1dD"b4::. /. ~o '1 :. fl/ -Z'2.:S . c.n: ..... <t N a, 0 N 0.. Ill JOB NAME---:".=:----------fA 2/V\ c/2$ /AJ5U/2NJC.c. ATKINSON. JOHNSON & SPURRIER. INC. SHT.~oF __ _ CONSULTING ENGINEERS DATE 9 -2.D -84 Joe No. 31 BS, Z.7 • BY OK, COLUtvftJS CC>LU/V/ A.J ~ @®, @IQ ~{lsfj) 1'11/J.'f.. LoAD e Ac.,. P:,-t.., -z. e e.i t IZ. e0i ~ 4 .<o I:+ e,.~ ~ I /.41~._ Mw1..-:. eP1,1-/g.,. 4901 lb . ·,~ rt .. 4 9D 'I.. I c_/245;;1 2. £\ k:.S.\ 'l.,l,/f= 94/1.34" t;:,3 COJ.413/NE-D 'ST/2.ES S: Ct:...J I Tie Y TS 3 'l," g 'lz. X 3//to .· G,' 17 I!-~--- ' :1 1 ,--==---...J. LL 7' :3= 5 -:, c::: ·-'= ._: :3= 5 i_-! --.·_:.! .·_:,• ~, .. • _i=-_,• t I .-0 r·; ::, :3= 1 = :':: c_::: ? j_ :_: q q iJ t:: 'ct Ill O> 0 Ill 0. Ill JOB NAME ________ _ ATKINSON. JOHNSON & SPURRIER. INC. SHT C. '2-oF ·-----FA R..M e 12s / tv s u 12ANC.G I CONSUL TING ENGINEERS DATE 9 -Z,0-8~ ' BY 0~ JOB No. '3 I 8$', 7-7 CC)LUM).JS 7 Ry· 4x. c'e, pos.r J:"""'c.~ .3y.;.,.,,,~y(e~)/s-.5)i. 'Z.. -z.-os-B . \__ flT-OF /;)OOJ2.. F'c.,!. /WO f&1 Pa..~ /0.0;/g,S'xo.5 ,.. S<..G./s ! us£~ 4 'i c. pos:r PF-~L /UO, I = fl 1-, '3 )< IJQ"J.101/(120;3.s)'?..--40~ f& I f:"c. .L ,:_ '39 S" j?S/ C 130,r~ ft..) Pc.2.. Z.S/g,~l..~ Ze>t.f~sJ L385"/st ·vie. use 4x4 pos, /)F-~ I-A)O,J <t "' en 0 "' 0. II) · JOB NAME. ________ _ ATKINSON. 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W;tLL ~ <2 . I I VJ 12. ~ ~~t,~ ~ , J ~ i 't-/, l 1 l,J Re,').. 2' 'f,. 2 ·~ ,./S°"' ., C::,o ~1, SHT.~OF __ _ DATE 9-2.7-fi:3 4 Joa No. g/ fs ),'2.,) ~ mwv ?.. 'L'i J 4 . .c>G./? '/.. -'14 l< 2. ... 4.~q i=-0 F L l~B 3 x4 lcS ~ · OL () 56-'Z 1-W/r) ~ FTG, U-Jt..'-, ~ t. Y A ,C}9 ~ \. 1-:. / fa .9? K/2. ·' J'-1~ ~. t G -9'7 ¥: 3 "-/z_, ·-71.o ,4 · 24= en] us cs 4-#<.:,. ---~-..,_. ___ ..... ~ Fe: F\' T-1ij u H <f (II a, 0 (II II. Ul JOB NAME. ________ _ ATKINSON. JOHNSON & SPURRIER. INC. FA R.M Gr<.':::. nus u ~d-r! cc CONSUL TING ENGINEERS ) BY Ole... _E2UN()A TI ON S p ' WALL 1-:::Tu @ LJfJ6 cf]) V"-~ 0;.7 "- { -------- M.o r = ) 2. Y-9-7-=-IJ <.:, ''<. w12... t. s · x 11 P~ r. -, o_e/~ ''I, f H,' ~ /)..) 1.\/f\U.., -:. ' t ). 2.c) "-/ / r 4 I /l,,~(-1..l-, ( ~~ (f::'7'4 J.. P :,. 4 'l< • I io +-L\ )(. g x. o r1 t-4 .,.. , 4o K/, '! '2 ,Cot-- ;lAJJ P[q 2. ,Z .• o >< 21 -,.../~.,. , ~o . • c.<- M112., ~ (.oBS-1-.. 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Ill ' JOB NAME. ________ _ EA IZJVJ{512.S I ).j sug;q NC.€; ; BY Dt;;... ATKINSON. JOHNSON & SPURRIER, INC. CONSUL TING ENGINEERS F'OU!00/l170rtJS p:: I? 1s2.· .,_ R. fJJt.:, t-R. 13f7 ' ~ 7. ,i.. +-4 .b 0K + ~-4s ;;s. eb"' PIA_. ~ J, to" 1 S, g(, :: 2,5', 4 ,c:. SHT . .E:1__0F __ _ DATE 9-21·8~ JOB No. 3'l 9S.:zJ ·'A~:;. J $rBG/4Ks f ... -?.'1G SF 2!5. 40 p'-'- 2. 00 g 0. 29 £ . .-, --=--i ::::.: .:.,:::. i]= :34 ... d 11'-11+ Lv..._ ~''-- (2..., '-f Jf.'c.. d l'rC.-T', '"~ • ,i • , ... ~~ .. I• ' -- - (JSE 2,..#S-/JAli-'S e-tt WA'-] BDTTD':JJ . CHINO PUNT 714/827°7331 • P.O. IOX 7tt • CHINO, CALIIIOfllNIA 91710 TJI JOIST DESIGN CAt.COt.ATIONS RUERENCE: "1A1.I0NAL P!:~WCH BOAPJ) Report No. 200 'rffE· __ A __ _ 0 .C. SPACJNG tlN IFOmt LOAD OEAD LOAD 12 LIVE LOAD ~Q TO'I'AL LOAD ~2 LOAD O IAGP-~ ACTOAL V (LBS) IIIS M (l"r. LBS 770"-I A.t t./ 180 7~ SHD'r NO. \ OF ~\- OAT!= o s.:r: IB __ J} e~ DES I~D: _--i:~:.T..i._..i.:..1N\ __ JOB NO. 'BQ I0·:\-69SO 1~11 .I ---~--TJI/_,35?{ , _ __ \~~~Sc-__ ,sTUSsLEVEL PSF X PSF x PSF x f At.LOW. : ACT<W:. aa_~g . YU ,/' ~~,.~ YU .,,,,- i1r~ YII .,,,,,. i ~ ~ !'1' •• 3j PLF "·. ~Q PLF .F"I' •.. 2~ PU' ~~Lr :2~1 ?I..E li-~.J ;)~'-G," 11\Stt= "Thes-e -a·esigns are ff\ accordance-~ current TRUS JOIST Corporation. spec1f1~- tions materials and allowable design va,lu~ for the loads and dimensions shown-hereon''. ! ,i j i 1 : I : i i i I i I I I I I I I I I I I I I I I I I I I SAN DIEGO SOILS ENGINEERING, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY October 3, 1984 Farmers Insurance Group 4680 Wilshire Boulevard Job No: SD1315-00 IDg No: SD4-3077 Los Angeles, California 90010 Attention: Mr. James V. Grizzell, Jr. SUBJECT': FOUNDATION INVESTIGATION Farmers Insurance Group Regional Office Building and Claims Office Building Lots 4, 5 and 12; Tract 81-10 Southwest Comer of El Camino Real and Faraday Avenue Carlsbad, California REFERENCE: "As-Graded Geotechnical Report, Rough Grading Canpleted, Carlsbad Research Center, Phase I, Carlsbad Tract No. 81-10, Carlsbad, California", by San Diego Soils Engineering, Inc., dated April 21, 1982 (Job No: 1144-10) Gentlem:m: This report presents the results of our Foundation Investigation at the subject site. OUr investigation was perfonned in August 1984, and consisted of field exploration, laboratory testing, engineering analysis of the field and labora- tory data, and the preparation of this report. SITE DESCRIPTION The subject lots are bounded by Priestly Drive on the west, Faraday Avenue on the north and El Camino Real on the east as shown on the Location Map, Figure 1. The site is a portion of Carlsbad Research Center, Phase I, and includes lots 4, 5 and 12. These lots are presently flat graded pads (see referenced report) with a 3-foot high, 2:1 (horizontal:verticalJ fill slope between the lots and variable height fill slopes along the western, southern and eastern property boundaries. The boundaries of the lots have been landscaped along the streets m:mtioned above. The site has been graded to drain gently to the northwest. ff~i{ SUBSIDIARY OF IRVINE CONSULTING GROUP, INC. 4891 MERCURY STREET• SAN DIEGO, CA 92111 • (714) 268-8266 I I I Fanners Insurance Group October 3, 1984 Job No: SD1315-00 !OJ No: SD4-3077 Page '1wo I The site has been previously graded under the testing and observation of this office. The results of our testing and observation are reported in the I I I I I I I I I I referenced As-Graded Geotechnical Report. The site location and approximate boundaries are shown on our attached site Location Map, Figure 1. PROPOSED DEVELOPMENT Proposed developnent consists of one one-story steel or ~-frame building, and one three-story steel-frame building with slab-ori-grade floors and adjacent paved parking. Fill slopes to an approximate height of 5 feet are planed at the site. No detailed structural plans were available at the tine of this report. HCMever, a foundation scheme of continuous and isolated pad footings is antici- pated. The estimated foundation design loads, as shown in the table below, were provided to us by Tan Atkinson of Atkinson, Johnson and Spurrier. Foundation Design Loads Building 1-Story Continuous Footings Colurms 1.5 k.1.f. 20 kips 3-Story ll40 kips* * Includes 700 kips Seismic Load Anticipated Type of Foundation Conventional Spread Footings Cast-in-Place Caisson Grading for the site will involve fine grading the building pads, paved I parking areas, and construction of fill slopes. Grading may also be required to provide appropriate site drainage. I I I I I I I I I I I- I I I I I I I I I I I I Farmers Insurance Group October 3, 1984 FIELD EXPLORATION Job No: SD1315-00 I£>g No: 504-3077 Page Three Subsurface conditions were explored by drilling 5 borings to depths of 10 to 19 feet. The approximate locations of the borings are shown on the attached Plot Plan, Plate 1. The borings were drilled with a truck-nnunted 30-inch diamater bucket auger. Drilling of the test borings was supervised by our field geologist who logged the soils and obtained bulk and relatively undisturbed samples for laboratory testing. LABORATORY TESTING A. Classification Soils were classified visually according to the Unified Soil Classification System. Classification was supplemented by index tests, such as Particle Size Analysis, and Atterberg Limits. M:>isture content and dry density determinations were made for representative undisturbed samples. Results of nnisture-density determinations, together with classifications, are shown on the Logs of Borings, Figures 5 through 9. B. Particle Size Analysis Particle size analyses, consisting of sieve tests were perfonned on representative samples of the site sul:grade soils in accordance with AS'IM: D 4_22-63. Test results are shown on Figures 10 through 12. c. Atterberg Limits Atterberg limits tests consisting of liquid limit in accordance with AS'IM: D 423-66 and plastic limit in accordance with AS'IM: D 424-59 were perfonned on representative samples of the on-site soils. The test results are presented on Figure 13. I I I I I I I I I I I I I I I I I I I Farmers Insurance Group October 3, 1984 D. Expansion Job No: SD1315-00 IDg No: SD4-3077 Page Four Expansion tests were perfornm en represent,ative samples of the en-site soils renolded and tested under a surcharge of 144 pounds per square foot in accordance with the Unifonn Building Code Standard No. 29-2. The test results are sunmarized on Figure 14, Table I. E. Maximum Density/Optimum M:>isture Content The maximum dry density/optimum n:oisture content relationship was detennined for a typical sample of the on-site soils. The laboratory standard used was AS'IM: D 1557-78. The test results are sunmarized on Figure 14, Table II. F. Sulfate A sulfate test was performed on a representative sample of the on-site soils. The laboratory standard used was California 417 A. The test results are presented on Figure 14, Table III. G. R-Value An R-value test was performed on a representative sample of the on-site sur- face soils. The laboratory standard used was AS'IM: D 2844-75. The test results are sunmarized on Figure 14, Table rv. H. Direct Shear Direct shear strength tests were performed on representative undisturbed samples of the on-site soils. 'lb simulate possible adverse field conditions, the samples were saturated prior to shearing. A s~turating device was used which pennitted the samples to absorb n:oisture while a constant load is applied. The test results are presented on Figures 15 and 16. I I I I I I I I I I I I I I I I I I I Fanners Insurance Group october 3, 1984 I. Consolidation ,· Job No: SD1315-00 !DJ No: 804-3077 Page Five Consolidation tests were performad on representative undisturbed samples of the underlying bedrock materials to help determine canpressibility characteristics. The samples were saturated mid-way through the tests to simulate possible adverse field conditions. The test results are presented on Figures 17 through 19. SUBSURFACE CONDITIONS A. Fill Carpacted fill was encountered in our exploratory borings 1, 2, 3 and 4 to a maximum depth of approximately 9 feet. In general, the fill soils are m:,ist, rredium stiff to stiff, sandy clay and rredium dense clayey, silty sand. The surficial fill soils (18-inch +) are dry, and thus neei to be processed prior to placing any new fill (See page 8, part B). The surficial fill soils exhibit a rredium expansion potential. B. Berl.rock Point Lana Formation consisting of rroist, stiff to hard siltstone and very dense sandstone underlies the site. Berl.rock is exposed at the surface in the 1-story building pad area. In the 3-story building pad area, bedrock was encountered approximately 4 to 9 feet below the existing grade. The bedrock materials exhibit a rredium expansion potential. c. Groundwater and caving No groundwater or caving of the borehole sidewalls was encountered during our field exploration. I I I I I I I I I I I I I I I I I I I Fan:rers Insurance Group October 3, 1984 Job No: S01315-00 u:,g No: SD4-3077 Page Six Perched groundwater due to rain and irrigation may be anticipated in shallow bedrock areas underlain by the fill. A per~ter drain system below the concrete slab is reccmnended. D. Hard Drilling Hard drilling in the bedrock materials was experienced during our explora- tion. Similar conditions may be experienced during drilling for caissons. E. Expansive Soils The results of expansion tests indicate that the on-site soils exhibit a medium expansion potential. Expansion of near-surface soils could damage structures and exterior flatwork. Reccmrendations to mitigate the affect of expansive soils on proposed irrprovem:mts are included herein and should be incorporated in project planning and design (See page 8, Part B). SEISMICITY A. Re:,ional Seismicity The site can be considered a seismically active area, as can all of Southern California. There are, however, no known active faults on or adjacent to the site. Seismic risk is considered low, as canpared to other areas of southern California, due to the distance fran active faults. Seismic hazards within the site can be attributed to ground shaking resulting fran events on distant active faults. Listed on Table I are the active faults which can significantly affect the site. Figure 2 shows the approximate geographic relationship of the site to these faults. \ I I I I I I I I I I I I I I I I I . 1. I I I I I I T u L A • "' ,,~'fl &lUC--..0~.,. • IE.....__ • ~ '? :b (:'\ • I 0 .. • I ~ AISOCIATIOII 0, EIIGINtl!:1111141 8EOL091STS 1973 I ... KILOMETERS • MILES 121• I 120" ~ ~,. ············•········ ... .. , I ,s.-.....,.,. 4 ~ I ···· .. ~\ 111' MAJOR EARTHQUAKES AND RECENTLY ACTIVE f'AULTS IN THE SOUTHERN CALIFORNIA REGION ACTIVE FAULTS ----EXPLANATION· EARTHQUAKE LOCATIONS Total length of foul! zone that breaks Holocene deposits or that hilS hod seismic activity. D Approximate epicentrol oreo ti eorthquokes tllOI occurred 1769-1933. Magnitudes na1 re<Ddld by instruments prior to 1906 were estimoted from damage reports assigned on Intensity ... ( Modified Mercoli scale) or c,eater; this is rru;1J equivalent to Richter M 6.0. 31 modercm"° eorthquokes, 7 major and one great earthqualle ( 1857) -• reported in the 164 -year penod 1769-1933. Foult segment wilh surface rupture during on historic eorthquake, or with oseismic fault creep. o Holocene volcanic octivity (Alllbo,, !'i1qah. Ceno Prieto crod Solton Buttes) ::sJo • SN La-, llorilioN, ---re, Nd•t-1-,1o-ol -,. Ea,1hquoq epicenters since 1933, plotted '- improved instruments. 29 moderate"" and ttne major earthquakes-. recorded in the 40-,- period 1933-1973. Code"" •noo, 111 111t s~ E .. ._ •-1o1iol a1 Cotifonllo dt!lot • ""' ... 111q,otu • -111e1 1Mr1 t Rlc•tw .... 11,N ol 7% o, _tor, t •itr'"""-'" 7 It 7%; t -•lt--.,.le 6 It 7. Comoilt4 ~ J. Proctor mainly ,_ publlslltd and unpubltslltd data of Ille C4lilonw /);.;siotl of Minn • G#ltJtr. C4/ilomiri 0.,,,,,,-, of r,,,,,., 8ult,li11116-2 { 1964),._selectiOfls lroffl bullttins of Ille G#Ologiefl/ and ~ s«•lin of~; ,,_ C. F. Ridlltr, £"-t1farT S.SllltJloW ( 1958 I; 11114 Ille lftlliotltll Allos, p. 66. I ···············~ .•.... Q \ ' ' ' ------1-----' ' ' ' ' I /~ ' ~ot,,.. I , . ~ i ~ ---~' .. . '·~ \'\_ -·--, ~(&._ ~-~ ~ _ .;:· [ ~ '~ " , d...'m ... ~-~·~ j ~ '.{J Adapted from: GeoloGY. Selemlclty and Environmental Impact, Special Publlcatlon of the Aaaoclatlon of Engineering Geologlet, 1973 ..... ,\\ ....... ··.. ... .. .. I ' ··· ... ··... .. -,.,d. ·i ·I ~ ' '·· s A .. ~.. ·F : -·-·-r \ ~~.. ' E \: II A R D I II O ' '·.. ' '·;::,..,_ ' \ ''i c,; ! '-, . ~-'-). \ \:-\~ '\ 11•• I ~ .. ~ .. , N· ,.1. '· ' \ •• • "h'•"" ... •. \ ... +:--, ·~ ·, ' ' ~~<"~ ":,",~o .. ,.&,_ OM I -'I~ ,~ \ I <-. - \.SITE ... ·•·. ·. ·· ... \ , --- "\ ... " I 9:-~YJ ~(3,.,-A .... ' ~'k..v-~~ '!.:_ I ... , t -R r·--7·--------i ., J'=< .... -----------. 5' I :14. -······ j , ' < D E ~ \ I l ' ,! f -----1----J ( (, ) \ ( --\ ) r --, , I ,,. . r 5 1 114S ..__.J ---r , I C ... ···<t-< •···.•• .... .. , ("'~ -----4'1!loN4 1151 ~R~ -- ····., ....... ,. ', \ ··.. " ..... ••.•. ' :,z• C-. \. ·· .. .,. ' IH4 , MU ' .,. ~ REGIONAL FAULT MAP ~ ~ SAN DIEGO SOILS ENGINEERING. INC • ~ SOIL ENIIN£[111N8 a EHIINEEIIIN8 GEOl.08Y 117• 4 115° Joe No.: IDATI: -liriouRE No.: 131 5-00 SEPTEMBER, 1984 2 ~~- I I I I I I I I I I I I I I I I I I I Fanners Insurance Group October 3, 1984 B. Earthquake Effects 1. Earthquake Accelerations Job No: SD1315-00 Log No: SD4-3077 Page Seven We have analyzed the estimated earthquake accelerations at the site and,. in our opinion, for the intended use, the rrost significant.event is a 7.0 Magnitude earthquake located on the Elsinore Fault Zone. '!he anticipated accelerations produced at the si.te by such an event would exceed those events which might occur oo other known active faults. A Magnitude 7.0 earthquake on the Elsinore Fault Zone could produce a peak ground acceleration of 0.18g at the subject site with the duration of strong shaking exceeding 30 seconds. Peak accelerations are not, however, representative of the accelerations for which structures are actually designed. Design of structures should be in canpliance with the requiremants of the governing jurisdictions and standard practices of the Structural Engineers Association of California. I I I I I I I I I I I I I I I I I I I FAULT Elsinore Newport/Ingle~ San Jacinto San Andreas TABLE 1 SEISMICITY OOR MAJOR FAULTS MAXIMUM DISTANCE PROBABLE FRCM SITE EARTHQUAKE1 22 Miles NE 7.0 40 Miles NW 6.5 45 Miles NE 7.5 66 Miles NE 8.0 r ESTIMATED PEAK BEDROCK ACCELERATION2 0.18g 0.06g O.llg 0.09g 1. Seismic Safety Study City of San Diego (1974) & Bonilla (1970) 2. Schnabel & Seed (1973) I I I I I I I I· I I I I I I I I I I I Farrrers Insurance Group october 3, 1984 COOCLUSIONS AND ~ATIONS A. General Job No: SD1315-00 wg No: SD4-3077 Page Eight The proposed construction is feasible frcm a soils engineering standpoint. The grading and foundation plans should take into account the appropriate soils engineering features of the site. 'llle major constraints at the site are: 1) expansive soils: and 2) hard bedrock. B. Site Grading 1. Site Clearing The site should be cleared of existing vegetation. Holes resulting frcm the rem::,val of any buried obstructions, which.extend below finished site grades, should be backfilled with compacted fill. 2. Preparation of Surface Soils The dry surface soils within the building area and to 5 feet beyond should be rem::,ved to a minimum depth of 12-inches below existing grade prior to placing any new fill. Areas to be paved with asphaltic concrete should be scarified-to a minimum depth of 8-inches below the existing grade. 'Ihe actual depth of rem::,val should be evaluated by the Geotechnical consultant at the time of grading. Prior to placing fill, the exposed subgrade soils should be scarified to a depth of 8 to 12 inches, brought to near cptimum ll'Oisture conditions and ccmpacted to at least 90 percent relative ca:npaction. 3. Remedial Grading Ci) General The results of our testing indicate that on-site surficial fill soils and bedrock exhibit medium potential for expansion. To mitigate the I I I I I I I I I I I I I I I I I I I Farmers Insurance Group October 3, 1984 Job No: 8D1315-00 Iog No: SD4-3077 Page Nine expansion potential of these materials on at~ade slabs, two alter- native nethods are presented below: (ii) ~isture Conditioning Foor to 9-feet of fill was encountered in the 3-story building pad. During grading, the upper 18-inches of the fill soils within the building pad should be overexcavated and placed at 5 percent above optimum rroisture content. Bedrock consisting of Point Lana Formation is exposed at the surface in the 1-story building pad. It has been our experience that mitiga- tion of expansion potential by pre-soaking prior to pouring slabs in cut areas underlain by the Point Lana Formation is difficult to accanplish. Therefore, we reccmnen.d that an area extending 5-feet beyond the proposed buildings be excavated to a depth of 12-inches below existing grade, brought to 5 percent above optimum rroisture content· and recanpacted to 90 percent relative ca:npaction. This alternate may eliminate pre-soaking in the slab areas if the rroisture content of the subgrade soils is maintained prior to placing visgueen. (iii) Selective Grading The expansive potential of the on-site soils may be mitigated by selective grading. If this alternative is selected, we recc:mnend that building areas and to 5 feet beyond in each direction be capped with a minimum of 2 feet of non-expans~ve (U.B.C. Expansion Index less than 20) soils. This alternative will reduce foundation costs in that foundations may then be designed for non-expansive soil qon- ditions. I I I I I I I I I I I I I I I I I. I I Farm&s Insurance Group October 3, 1984 4. Canpaction and Method of Filling Job No: SD1315-00 !03" No: SD4-3077 Page Ten Fill placed at the site should be canpacted to a minimum relative canpac- tion of 90 percent, based on AS'IM Laboratory Test Designation D 1557-78. Fill should be canpacted by machanical neans in uniform lifts of 6 to _8 inches in thickness. Rocks greater than 6 inches in di.Ioonsion should not .be placed within the canpacted fill. Fills constructed on natural slopes steeper than 5:1 Chorizontal:vertical should be keyed and benched into bedrock or canpetent natural ground. Canpaction of slopes should be achieved by overbuilding the slopes laterally and then cutting back to the canpacted core at design line and grade. Although overbuilding and cutting back is the preferred method, fill slopes may be back rolled at intervals not greater than four feet as the fill is placed, followed by final canpaction of the entire slopes. Feathering of fill over the tops of slopes should not be permitted. Fills should also be placed and all grading performed in accordance with the requirements of the City of carlsbad and the Uniform Building Code. 5. Import Fill Material Any soils irrp:,rted to the site for use as fill or subgrade materials should be predaninantly granular and approved by the Soils Engineer prior to irrp:)rting. Laboratory testing required for approval of in"p:>rt sources may require 24 to 48 hours. The Soils Engineer should be notified of import locations a minimum of two (2) days prior to.its propo~ed use. 6. Shrinkage and SUbsidence , Shrinkage due to renoval and reccmpaction of the on-site soils may be negligible. SUbsidence of fill should be on the order of 0.1-foot · overall.. SUbsidence in the bedrock areas should be negligible. These I I I I I I I I I I I I I I I I I Fanners Insurance Group October 3, 1984 Job No: SD1315-00 Log No: 804-3077 Page Eleven are preliminary estimates which may~ with depth·of rem:wal, stripping loss, and field conditions at the t~ of grading. Shrinkage and sub- sidence figures are considered to be rough estimates based on available geotechnical information and should be confinned in the field during grading. 7. Fill Slopes Fill slopes ·to a height of approximately 5-feet are planned at the site. We recarmmd that fill slopes be constructed no steeper than 2:1 (lx>rizontal:vertical). Fill slopes so constructed will exhibit a factor of safety in excess of the generally accepted minimum engineering cri- teria of 1.5 for gross and surficial stability. Slopes should be planted as soon as possible after grading. Sloughing, rilling and slurrping of surficial soils may be anticipated if these slo- pes are left unplanted for a long period of time, especially during rainy seasons. Erosion control and drainage devices should be installed in canpliance with the requirements of the City of Carlsbad. C. Foundation and Slab Recomnendations 1. General Our investigation indicates that the existing surface soils exhibit a. medium expansion potential. The following recatm=ndations are provided for the design of footings and slabs based on this expansion potential of the soils and and building loads. Our reccmnendations are considered generally consistent with the Standards of Practice; The potential for favorable foundation perfor- mance can be further enhanced by.maintaining uniform nnisture conditions. I I I I I I I I I I I I I I I I I I I Fanners Insurance Group october 3, 1984 Job No: SD1315-00 IDg No: SD4-3077 Page Twelve The footing configurations and reinforcem:mt recarm:mdations herein should not be considered to preclude nore restrictive criteria by the \ governing agencies or by structural considerations. A Structural Engineer should .evaluate configurations and reinforcem:mt requirem:mts for structural loadings, shrinkage and temperature stresses. 2. Foundations a. One-Story Building The recaIID3Ilded type of foundation to support dead and live loads for a·one-story building is spread footings, either square or continuous. No footings should straddle a cut/fill interface. All footings should be founded entirely in bedrock. Ci) Columns Columns may be supported on spread footings founded ·a minimum of 18-inches below lowest adjacent finish subgrade. Reinforcerrent should be based on structural loading. (ii) Walls -Exterior and interior footings should be continuous and founded at least 18-inches below lowest adjacent finish subgrade. Reinforcem:mt in exterior and interior footings should consist of a minimum of two No. 4 reinforcing bars, placed one at the top and one at the bottcm of the footing. I I I I I . I I I I I I I I I I I I I I Fa.rm&s Insurance ~oup October 3, 1984 Job No: ~1315-00 Log No: SD4-3077 Page 'lhirteen If the structure is to be supported on isolated spread footings, a xooisture cut-off wall should be poured around the perimeter of the building .to a depth of 18-inches below lowest adjacent finish subgrade • (iii) Slabs Slabs should be as designed by the Structural Engineer based on anticipated use and loading and based on a K-value (subgrade rrodu- lus) of 100 psi-inch. As a guide, we are providing the following general recarmendations based upon the expansive nature of the on- site soils. Slabs should be of 4-inch naninal thickness rein- forced with 6x6x10/10 welded wire mesh located at mid-height, and supported on concrete chairs. Slabs should be provided with 4-inches of rounded gravel or clean sand followed by a 6-mil visqueen (or equivalent) iooisture barrier. The rroisture barrier should be seq.led at all splices and overlain by at least 1-inch of clean sand. (iv) Pre-Soaking Beneath Slabs .Slab subgrade soils should be soaked to at least 5 percent above optimum rroisture content to a depth of 12-inches below slab subgrade prior to placemant of concrete. The xooisture penetration should be verified by the Soils Engineer prior to placing visqueen. C As an,alternate to pre-soaking, selective grading as recarmended earlier may be elected. If selective grading is elected, we recarmend that slab subgrade soils not be allowed to dry back. In order to maintain the desired iroisture prior to pouring slabs, periodic sprinkling may be necessary. I ,. 1. I I I I I I I I I I I I I I I I Farmers Insurance Group october 3, 1984 b. Three-Story Building ,· Job No: SD1315-00 Log No: SD4-3077 Page Fourteen Due to·heavy colunn loads (ca:t¥;>ression and uplift), the recc;tnn;nded type of foundation for the three-story building is cast-in-place drilled caissons deriving their support fran end bearing resistance between the pile tip and the supporting bedrock. (i) Allowable End Bearing.capacity The allowable end bearing capacity per caisson is given in the following table. Minimt.nn Caisson Diarreter 24" 30" Allowable capacity (End Bearing) 300 kips 550 kips caisson Length (ft) 16 20 The above caisson capacities may be increased by one-third to resist wind and seismic loads. The structural capacity of the caisson should be determined by the Structural Engineer. (ii) Allowable Uplift Capacity The allowable uplift capacities of the drilled caissons is pro- vided in Figure 3. The caisson capacities presented in Figure 3 may be increased by one-third to resist wind and seismic forces. (iii) Lateral Bearing Capacity The allowable load capacity and the maximum bending m:::ment of a single drilled caisson with a fixed head due to a horizontal load· imposed at the top of the pile are given in the following table for a ¼-inch deflection. I ,1 I I I I' I I I I I I I I I I I I I 10 20 -t-w w ~ -::c 30 t- 0. w C 40 50 60 JOB NO.: FILL. 50 100 150 200 250 300 UPWARD CAISSON CAPACITY (KIPS) CAISSON CAPACITY FARMERS INSURANCE GROUP 13'15-00 FIGURE: 3 SAN DIEGO SOILS ENGINEERING, INC. I I I I I I I I I. I I I I I I I I I I Fanners Insurance Group October 3, 1984 Butt Diameter 24" 30" Lateral capacity Per-Caisson 19 kips 27 kips (iv) Group Action of Caissons Maximum Bending M::.m:mt at Top of Caisson 137 kip-ft. 233 kip-ft ,. Job No: SD1315-00 u:::,g No: SD4-3077 Page Fifteen Point of Zero M:::m:mt fran Top of Pile 26' 31' No reduction in caisson capacity due to group action is required if the center to center spacing is equal to or greater than tnree tines the caisson diameter or width. For any spacing less than three tim3s the caisson diameter or width, caisson capacity ( carpressio.n and uplift) must be reduced to _account for group action. Caisson reduction factors can be recoomended by this office. (v) Caisson Drilling Cast-in-place drilled caissons should extend at least 5-feet into fresh bedrock. Since caissons have been designed to derive sup- port fran side friction and end bearing, every endeavor should be ~de to clean out the bottan of the bore hole prior to placing. concrete. Caissons drilling should be observed by the Geotechnical Consultant. Hard drilling in the bedrock materials was experienced during our exploration. Similar conditions may be experienced during caisson drilling. (vi) Slabs SJ.abs should be as designed by the Structural Engineer based on anticipated use and loading ~d ·based on a K-value (subgrade rrodu- I I I I. I I I I I I I I I I I .1 I ·,I I Farmars Insurance Group october 3, 1984 Job No: SD1315-00 Log No: SD4-3077 Page Sixteen lus) of 100-psi-inch. As a ·guide, we are providing the following general recannendations based upon the expansive nature of the on- site soils. Slabs should be of 5-inch naninal thickness rein- forced with 6x6cl0/10 welded wire m:sh located at mid-height and supported on chairs. Slabs should be provided with 4-inches of rounded gravel or clean sand followed by a 6-rnil visqueen (or equivalent) rcoisture barrier. The rcoisture barrier should be sealed at all splices and overlan by at least ·1-inch of clean sand. (vii) Pre-Soaking Beneath Slabs Slab subgrade soils should be soaked to at least 5 percent above optimum rcoisture content to a depth of 18-inches below slab subgrade prior to placein=nt of concrete. The rcoisture penetration should be verified by the Soils Engineer prior to placing visqueen. As an alternate to pre'"'.'soaking, selective grading as recarm:mded earlier may be elected. If selective grading is elected, we recatmend that slab subgrade soils not be alllowed to dry back. In order to maintain the desired rcoisture in the subgrade soils prior to placing concrete, periodic sprinkling may be necessary. 3. Exterior Flat~rk Provided sane differential m::>vein=nt can be tolerated, exterior slabs on grade (i.e. patios, walkways) .may be 3.5-inches in thickness and rein- forced with 6x6-10/10 wire m:sh. A 4-inch granular base should be pro- vided below the slabs. Although pre-soaking is not a requirement, rcoisture cont~t of optimum or above should be maintained prior to place- ment of concrete. Slabs should be appropriately jointed for crack control. I I I I I I I I I I 1. I I I I I I I I Fanners Insurance Group October 3, 1984 Job No: SD1315-00 IDg No: SD4-3077 Page Seventeen 4. Allowable Bearing Pressure·for-Footings The following table gives the allowable bearing pressures for footings either entirely founded in catpaeted fill or bedrock. Soil Canpacted Fill Bedrock Allowable Bearing Pressures Live Plus Dead Loads (psf) 2000 4000 A one-third increase for short-term wind or seismic loads may be utilized. Footings should have a·minimum width of 1e-inches and, where located adjacent to utility trenches, should extend below a one-to-one plane projected upward fran the inside bottan corner of the trench •. 5. Lateral Load Resistance The following table provides the lateral bearing capacities for the compacted fill and bedrock. Soil Canpacted Fill Bedrock 6. Post-Tensioned Slabs Allowable Lateral(p.c.f.) Allowable Friction Bearing Pressure Coefficient 300 600 0.30 0.30 As an alternate to conventional foundations, post-tensioned slabs may be used. Although typically nnre expensive, post-tensioned slabs have an excellent performance record in expansive soil conditions. a. Design criteria Post-tensioned slabs should be designed by a Structural Engineer for a relatively uniform bearing over the slab area. The differential nnvement recarmended for design purposes is a two percent gradient in 10 feet horizontal. I I I I I I I I I I I I I I I I I I I Farmers Insurance Group October 3, 1984 b. Subgrade Treatioont Job No: SD1315-00 IDg No: SD4-3077 Page Eighteen . Post-tensioned slabs in living areas should be underlain by a 10-mil noisture barrier with one-inch of clean sand placed between the slab and noisture barrier. The barrier should be sealed at all splices and care should be taken not to puncture the barrier during construction. c.. Thickened Edge Post-tensioned slabs should have a thickened perimeter edge extending at least 12-inches into the slab subgrade soils. 7. Retaining Walls Restrained and cantilever.ed retaining walls may be designed in accordance with the following design criteria. Backfill Soil Type On-Site Soils Irrg;,ort Select Sands {Sand equivalent greater than 30) Active Pressure, pcf Restrained Walls cantilevered Walls Level Backfill 2:1 Backfill Level Backfill 2:1 Backfill 60 35 65 48 50 30 55 43 Walls subject to uniform surcharge loads should be designed for an additional uniform lateral pressure equal to one-third the anticipated surcharge pressure in the case of cantilevered walls, and one-half the anticipated surcharge in the case.of restrained walls. Wall design should also consider surcharge fran any adjoining structures or traffic located within a zone defined. by extension of an imaginary 1:1 line-up fran the level of the wall footing. I I I I I I I I I I I I I I I I I .1 I Fanners Insurance Group October 3, 1984 Job No: SD1315-00 I.og No: SD4-3077 Page Nineteen Retaining wall footings should be founded at a minimum depth of 24-inches below lowest adjacent grade. For setback require.m3Ilts, see section entitled "Footing Setback" Footings should be reinforced as reccmrended by the Structural Engineer. Flooding or jetting of backfill should not be permitted. Backfill placed behind the walls should be compacted to a minimum relative compaction of 90 percent as detennined by 1'..S'IM Test Method D 1557-78. It should be noted that the use of heavy compaction equiJ;lik3Ilt in close proximity to retaining structures can result in excess of wall nnverrent (i.e., strains greater than those nonnally associated with the develCJ;lik3Ilt of active conditions), and wall pressures exceeding design values. In this regard, the contractor should take appropriate precautions during the backfill place.m3Ilt. If granular backfill is used (See Figure 20), it should be capped with 2-feet of relatively impervious fill to seal the backfill and prevent saturation by run-off due to rainfall or irrigation. 8. Footing Setback If footings are proposed adjacent to slope areas, we reccmnend that the footings be deepened to provide a minimum horizontal distance from the ·outer edge of footings to the adjacent slope face. 'lbe reccmnended setback frcm the slope face is as follows: Footing Setback= Height of the Slape 2 (minimum 10' ; maximum 20' ) Footings planned under the influence of this reccmnendation should be provided specific review by the Geotechnical Consultant prior to construction. I I I I I I I I I I I I I I I I I I Fanners Insurance Group October 3, 1984 9. Expected Settlement Job No: SD1315-00 :tog No: SD4-3077 Page Twenty If footings for the one-story building are supported by natural ground and are sized for the recc:mnended bearing pressure, and the three-story building is supported on caissons, differential settlements are not expected to exceed ¼-inch. D. Type CeIIent for Construction . The results of our sulfate testing indicate that cerrent Type I or II may be utilized for cement in contact with the subgrade soils. E. Drainage 1. Surface Drainage To enhance future site performance, it is recannended that all pad drainage should be collected and directed away from proposed structures to disposal areas. For soil areas, we recomnend that a minimum of two percent gradient be maintained. Due to the expansive nature of the on- site soils, it is important that drainage be directed away fran foun- dations and that recc:mnended drainage patterns be established at the time of fine-grading and maintained throughout the life of the structures. Property owners should be aware that altering drainage patterns, landscaping, the addition of patios, planters, and other improvements, as well as irrigation and variations in seasonal rainfall, all affect sub- surface m:,isture conditions, which in turn affect structural performance within expansive soil areas. 2. Subsurface Drainage Although no groundwater was encountered in any of our test borings, perched groundwater due to rain and irrigation ma.y be anticipated at the fill-bedrock interface. We reccmaend that a subdrain system below the concrete slabs of three-story building be provided to mitigate the effect of potential perched groundwater condition. The subdrain system sh9uld be designed by the Civil Engineer. I I I I I I I I I I I I I I I I I I I Farrcers Insurance Group October 3, 1984 F. Trench Back.fill ,· Job No: SD1315-00 IDg No: SD4-3077 Page 'lwenty-cne It is oµr opinion that utility trench (exterior and interior) and/or wall backfill consisting of the on-site material types could be best placed by mechanical canpaction to a minimum of 90 percent of the laboratory maximum density. If the trenches are excavated in the bedrock materials, oversize material may be generated and not be suitable for backfill. No rocks great.er than 6-inches are acceptable for trench backfill, and nesting of rocks less than 6-inches should not be allowed. G. Grading and Footing Observations Grading should be performed under the testing and observation of the soils engineer. Additionally, all footing excavations should be reviewed by the Soils Engineer prior to placing reinforcing steel and concrete. H. Paved Areas Areas to be paved with asphaltic concrete should be graded in accordance with the site preparation recom:nendations given above. Pavement subgrade soils should be scarified and £roistened to near optimum conditions and cCX£I)acted to at least 90 percent relative compaction in the top 8-inches below finished subgrade i.nmediately prior to placing base. The following preliminary pavement sections are recoomended based on an R-value of 29. Light Vehicles (T.I. = 4.5) Driveways and truck 'loading CT.I.= 5.5) 3-inches of asphaltic concrete over 4½-inches of untreated Class II aggregate base 3-inches of asphaltic concrete over 8-inches of untreated Class II aggregate base I I I 1· I· I I I I I Farmers Insurance Group October 3, 1984 Job No: SD1315-00 Iog No: SD4-3077 Page 'Iwenty-'lwo These preliminary recamendations should be confirmed by additional R-value testing at the cai;>letion of fine grading. Aggregate base should confonn to the requirements of the califomia Department of·Transportation Standard Specifications for Class II aggregate base. .Piggregate base should be can- pacted to a minimum of 95 percent relative canpaction. We reccmn:md that the area within and around the trash enclosure be paved with Portland Cement Concrete. P.C.C. paving should be a minimum 5-inches thick, reinforced with 6x6xl0/l0 welded wire nesh. SUbgrade soils should be prepared as .. reccmn:mded above for asphalt paving. Concrete paving should be provided with appropriate release joints at a maximum interval of 20-feet and divided into a nearly square panels as possible. St.Mv!ARY As foundation and grading plans are completed, they should be forwarded to the Soils Engineer for review for conformance with the intentions of these I reccmnendations. I I I I I I I I l I I I I I I I I I I I I I I I I I I I Fanners Insurance Group October 3, 1984 LIMITATIONS OF INVESTIGATION ,· Job No: SD1315-00 Log No: SD4-3077 Page Twenty-'lbree our investigation was perfornei using the degree of care and skill ordinarily exercised, under similar circumstances, by reputable Soils Engineers and Geologists practicing in this or similar localities. No other warranty, expressed or implied, is made as to the conclusions and professional advice included in this report. The samples taken and used for testing and the observations made are believed representative of the entire project~ however, soil and geologic conditions can vary significantly between borings and surface outcrops. As in irost ~jor projects, conditions revealed by excavation may be at variance with preliminary findings. If this occurs, the changed conditions must be evaluated by the Project Soils Engineer and Geologist and designs adjusted as required or alternate designs reccmnended. This opportunity to be of service is appreciated. If you have any questions, please call. Very truly yours, SAN DIEX;O sons ENGINEERING, INC. Tara s.. Sikh, R.C.E 35454 Senior Engineer w. Lee Vanderhurst, C.E.G. 1125 Manager, Geologic Services TSS/MJM/WLV:an I I I I I I I I I I I I I I I I I I I Farners Insurance Group October 3, 1984 Enclosures: Location Map, Figure 1 Regional Fault Map, Figure 2 Plot Plan, Plate 1 Caisson capacity, Figure 3 Logs of Borings, Figures 5 through 9 Laboratory Test Data; Figures 10 through 19 Retaining Wall Backfill, Figure 20 Distribution: (6) Deems/Lewis & Partners Attn: Mr. Ramiro Hernandez Job No: SD1315-00 IlJg No: SD4-3077 Page Twenty-Four I I I I I I I I I I I I I I I I I I I PRIMARY DIVISIONS GROUP SECONDARY DIVISIONS SYM. GRAVELS ~ GRAVELS GW WelJ Hraded gravels, gravel-sand mixtures, little or "' z (LESS THAN 5,. no I es. =:! &"! ll0RE 'IHAN HALF GP Poorly graded gravels or gravel-sand mixtures, 0 OF COARSE FINES) little or no fines. . "' ~ a: ~ FRACTION IS GRAYS. WITH GM Sjltf PJ'a~els, gravel-sand-silt mixtures, non-0 w 0) Pa t c f nes. w !i~ LARGER THAN FINES GC Clayelc 1ravela,gravel-ssnd-clay mixtures, z N0.4 SEVE < i~~ olast c Ines. a: SANDS CLEAN SANJS sw WeJI graded sands, gravelly sands, little or no C, fines. ~i~ MOfE THAN HALF (LESS THAN Poo/ii Braded aanda or gravelly aands, little or w OF COARSE 5,. FINES) SP no I e . . en le d a: :::Et!! z FRACTION IS SM SIity sands, sand-silt mixtures, non-plastic fines. < 0 < &ail!!EATHAN 8ANlS wrrH FINES 0 :::E NO. 4 8EVE SC Clayey sands, aand-clay mixtures, plastic fines. "' ~ a: ~ ML Inorganic allts and veri fine sands rock flour silt~ or ..J SIL TS AND CLAYS clavev fine sands or c ayey silts with sllaht plastic tv . 0 Inorganic clays of low to mediufE1 pla'icity, gravelly "' ~t, UQUI) LMT IS LESS THAN 50CXi CL clavs sandv clavs. silty clays, ean c ays. 0 w !:~~ OL Organic allta and organic silty clays of low plasticity z < ~ i(I) MH lnorcnic iff:11ts8 ·rnicaieo~a Ofi diatomaceOUS fine a: SIL TS AND CLAYS aan or a ty o s. e ast c s Its. (!) ~ ffi z CH Inorganic clays of high plasticity, fat clays. w UQUI) LMT IS GREATER THAN 50CKi z 2i! OH Of9i8~iC Clays Of med,um to high pla&t icity, Li: or an c silts. HIGHLY ORGANIC SOILS Pt Peat and other highly organic soils. DEFINITION OF TERMS U.S. STAN>ARD SERIES SIEVE CLEAR SQUARE SIEVE OPENINGS 200 40 10 4 314• 3• 12· SAND GRAVEL fBOULDERS SIL TS AND CLAYS I I COARSE FINE I COARSE COBBLES· FINE MEDIUM GRAIN SIZES SANDS, GRAVELS AND BLOWS/FOOTt CLAYS AND STRENGTH• t NON-PLASTICS SIL TS PLASTIC SIL TS BLOWS/FOOT VERY LOOSE 0-4 VERY SOFT 0 -1/4 0-2 LOOSE 4 -10 SOFT 1/4 -1/2 .. 2-4 MEDIUM DENSE 10-30 FIRM 1/2 -1 4-8 STIFF 1 -2 8 -18 DENSE 30 -50 VERY STIFF 2-4 18-32 VERY DENSE OVER 50 HARD OVER 4 OVER 32 RELATIVE DENSITY CONSISTENCY t Number of blows of 140 pound hammer falllng 30 Inches to drive a 2 Inch O.D. ( 1-3/8 Inch LD.) • spit spoon (ASTM D-1588) . Unconfined compressive strength in tons/sq. ft. aa determined by laboratory testing or approximated by the standard penetration test (ASTM 0-1586). pocket penetrometer, torvane, or visual observation. KEY TO EXPLORATORY BORING LOGS Unified Soil Classification System (ASTM D-2487) JOB NO: 'DATE: FIGURE: 1315-00 4 - I I I I 1- I I I I I I I I I I I I I I DATE OBSERVE0:_8..:../_2_0.:../_B_4 ______ METHOD OF DRILLING: __ 3_0_"_Bu_c_k_e_t_An__::g_e_r _______ 1 LOGGED BY: ~ w w LI. .... ::c l-o.. w Q z 0 ~ () u:: 0 ti) < .J -o () _ CL l-o 0 LI. .... ti) 3! 0 .J m ... ---~-- _ CL 10 ,_ - 26QQ Jhs keJJy hammer cc GROUND ELEVATIO'4: 317, 'LOCATION: see map Q w ..... >~ w .J w-' a:o mw 0.. a:-Q 0.. 0:.J ~ ::,I-w-::>a. < 1-Z o> I-~ ti) u,W ct-22< ~ -1-.J- Qt/) .J Oz a.I z ::') ~0 zW ::') m () -o ---1----:---------- BORING NO. _i - DESCRIPTION Fill: Brown fine sandy CT.A_Y., dry, -.-. medium stiff • 117. l il.10.: f" 1"'1"·7\V • • Brown ine sandy-...u;u.~ -moist, medium '--I----+----+.. SOIL TEST 5- - 1""-stiff, with gravel. 13 ~ L9.2 ~05. Bedrock: Point Lorna formation; light brown to gray-brown with orange and brown streaks clayey SILTSTONEr. moist, very stiff to hard. - - - 10- -12 X1Xh8.6 1104. - - - 15- - - - 20- - - - - 25- -_, .. - 30- - . . . 35- . - - - 40- JOflJ~~=oo I @18', Cemented Refusal@ 18' Total Depth l8' No seepage, no caving Backfilled 8/20/84 LOG OF BORING 'Direct Shear (undisturbed} !FIGURE: i:; SAN DIEGO SOILS ENGINEERING, INC. I I I I I I I I I I I I I I 1· I I I I DATE OBSERVED: 8/20/84 METHOD OF DRILLING: 30" Bucket Anger 2600 lbs kelli bammet: LOGGED BY: cc GROUND ELEVATION: 317' LOCATION: see map z ... w >~ j::: 0 Q # w ~ .0 w .J a:u BORING NO. 2 0 mw Q. w ... ca. w ::e a: ... u.. () LI. a:..1 =>z w ... ... ii: ' ::,a. < 1-w u> SOIL TEST "' 1-::e "' :c cii ;: ~< ~ ... <!:: ... ::it: Oz .Ju, a. "' 0 QC/) .J O.z w < .J z ::::, ::e 0 zW DESCRIPTION Q .J m ::::, m () , () -c --o CL ----------- -10 [:8 Fill: Brown fine sandyG!LAY·h dry, ---,,_ ____ ,, ,.., medium stiff • ... , n.a.9 10a .· • Dark brown fine sandy~~ slightly CL - 5-a IXD<i!.6.6 110 organic, moist, medium stiff to stiff, with some gravel. Consolidation , (undisturbed). Atterb'erg L;i;mits,, - - ---4---4--.J--f--+--,--+--------------------1 Expansion, Sulfate Particle Size Analysis - 10- -11~ - - - 15- - . - - 20- - - - . 25- . . - . 30- - - - 36- . - . 40- J09l~=-oo ~.3 107.' Bedrock: Point Loma formation; light brown to gray with orange streaks clayeySILTS'IGNE.h moist, very stiff to hard, fractured. @ 19' Cemented Refusal@ :J-9' Total Depth 19' no seepage, no caving backfilled 8/20/84 .'Diirect Shear ( undisturbed) I LOG, OF BORING I FIGURE: 6 SAN DIEGO SOILS ENGINEERING, INC. I I I I I I I I I I I I I I I ,I I DATE OBSERVED:. __ S:;.../2_0-'/_8_4 _____ METHOD OF DRILLING: __ 3_0_''_B..;_u_ck __ e_t_A_n-=g:....e_r _____ _ 2600 lb kelly hammer LOGGED BY: CC -~ w w LI. - Z ... 0 W O O W -' ij. o mw a. CJ u. a:_, :== .... ::,a. < u: Cl.) ... :== Cl.) :I: 0 3t !!?< Ii: Cl.) 0 Q(/,) :5 w < _, z ::, o _, m ::, m --o CJ CL GROUND ELEVATION: 3 ] 9 ' LOCATION: see map >-~ a:CJ oa. w- CJ >-<!:: ..J(/,) a.z zW -o BORING NO. _3,__ DESCRIPTION Fill: Light brown to tan with red and -I.ML_._ ___ -----------\ , orange streaks clayey SET-11 dry, ' -SM 5 IX 1Xl26. 7 94'...5 medium stiff. \ ---------------------------------------- - 6~ ---.. ~--1:8: CL - - - 10-tg -14 - - - 15- - - - - 20- - - - - 25- - - - - 30- - - - - 35- . - - . - 40- light brown-tan with orange streaks 36 .4 92 .1 silty SANDS:,. moist, medium dense. ---~----, ..... ... , --........ 11.s 107. ~---------------------------------------Dark brown sandy CT.AY., moist stiff, slifhtly organic. @7', dry. Bedrock: Point Loma Formation; light brown-tan with orange and brown streaks clayey SltTS'IONB,. moist, very stiff to hard, fractured. @ 19 ' , Cemented Refusal @ ·.J.9' Total Depth J.9' no seepage, no caving backfilled 8/20/84 SOIL TEST maximum density, :Acte.rberg::Lfmi.ts, ·E~ns:ion,, Sulfate. -D:breet Shear (undisturbed) , •Particle Size-· · ,' · Analysis Consolidation (undisturbed) Direct Shear f(und·isturbed) Consolidation (undisturbed) JOl33~~.::oo I LOG OF BORING !FIGURE: 7 SAN DIEGO SOILS ENGINEERING, INC. I I I I I I I I I I I I I I I I I ,I I DATE OBSERVED: _ __;_8/~2;;;.0::.4/;...8;;..4;;__ ____ METHOD OF DRILLING: 30" Bucket Anger 2600 lbs kelly hammer LOGGED BY: CC GROUND ELEVATION: 319 1 LOCATION: see map z .:: 0 w ~ w LL. 0 .... u: :c I-;; 0.. "' w < Q -' 0 I-Q w a >~ 0 w -' a:o BORING NO. 4 0 mw 0.. w .... Q 0.. LL. CC..t ::E a: ... w .... ... ::,a,. < :::,z o> "' 1-::E "' i-w ~ !!?< !!? I-<!:: ~ Oz -'"' 0 Q0 -' ::Eo O..z DESCRIPTION -' z :::, zW ID :::, ID (,) .. -0 -o CL ----i,...--Fill: Light brown-tan sandy, silty ----------.... . ctAY, dry, medium stiff. .... -ML ----~------- 5-CL '• -----------------------------------------------,. Tan-light brown clayey, sandy SILT, ... ",., moist, medium stiff. '• ~--------------------------------------Dark brown sandy e:JJ.A.Yr slightly organic, -moist, stiff. -@5], dry. - --Bedrock: Point Loma formation; light 10----+--+--1---+--~ brown with orange and brown streaks 1\ clayey SILTS'IONE, moist, very stiff, - I \ fractured. - - -Total Depth 10' 16-No seepage, no caving - - - - 20- - - - - 25- - - - - 30- - . . . 36- - - - 40- SOIL TEST . JOB NO.: 1315-00 I LOG OF BORING !FIGURE: 8 SAN DIEGO SOILS ENGINEERING, INC. I I I I I I I I I I I I I I I I I .I I DATE OBSERVED: LOGGED BY: CC z I-Q i:: 0 0 w w ~ w 0 mw u. () u. a:..1 -.... :>a. ii: "' 1-::1: :c a) ~ 2?c I-a. "' 0 QC/J w C ..I z Q _. m ::, () -o - - - - 6-16 ~ - - - - 10-B/9' r;g - - - - 15- - - - - 20- - - - - 25- - - - 30- - - 35- - - - 40- JOB NO.:1 ~, i:: .nn 8/20/84 METHOD OF DRILLING: 30" Bucket Anger 2600 lb kelly hammer GROUND ELEVATION: 311' LOCATION: see map w >~ ..I .; a:() a. w_ BORING-NO. 5 . ::i: a: ... Ca. w-C =>z "' t-w o> SOIL TEST 2?1-cl= :ii:: Oz ..I"' ..I a.z DESCRIPTION ::, ::1:0 zW m 0 -o Bedrock: Point Lorra Fonnationi light brown to grey with Orange and brown streaks silty, SANDS'IONE·, rroist, vecy ~ dense fractured. 22.7 10·3_ .. ' Att~rl;>erg '.::E,fm:tt:s· I .. .. Expansion, R--vai.ue .. Particle Size , Analysis t22.7 100.' @ 10 i:\./2 I I Cemented Refusal @ l:\. • Total Depth 11 1 No seepage, no caving •, I LOG OF BORING !FIGURE: 9 SAN DIEGO SOILS ENGINEERING, INC. -" ------------------- I-' w I-' U1 I 0 0 c.. 0 CD z e - "'tJ )> ::0 -I (') r-m CJ) -N m )> z )> ~ ~1 (/) z CJ) C m G> 0 "' 0 ;= "' mn z -G> G> z m m ::0 z fi' -I-' Po C ::0 P,1 ,.,-. GRAVEL· SAND COARSE MEDIUM l FINE SILT CLAY SIEVE SIZES-U.S. STANDARD 3/4" 1/2" 100 10011 I I I I i~ I e1 L 11 I 111 I I I II I I I I I I I I I I I I I 11 I I I I I I I I 1/4" 4 10 20 40 100 200 I~ ~ 00 11 I 111111111 I 11 I flftttt:i I I 1111111 I I I 111111 I I I 1 80 80 11 1111111111 I II 111111111 lffilllllll 11 111111111 l80 1011 1111111111 I II 111111111 I I I Intl I I I I 11111111 I 170 ~ ~ m 60»---+--+-+-1-+--tt--HH--+---+1----4-++1-+-1--1---H---1----1---1--~1-1-4-4i-1--1---1----1---1----++--1-1-+--1-~1---1---1-----150 m ::0 ::0 0 H----+--t-+-+-t-tt--+-H--t---llf----t--Hf--t-+-+---H---+---+---l--+-+--Hfl-1-l-+--+--+,----t-+-+-+-1--1--+--+---+---~ 0 m m z z -I 60 tt---+---+-+-+-HH--+++--+---llf----++-H-+-t-+-tt--+---+---l-----lH--H+--+--+---+--+---+----+-+-1--+-+-+-+---+---l-------i 50 -I ~ ~ > tt---t--t-t-t-t-tt--t--H--+-----11----+-Ht--+-+-+--tt--+--+---+--+-+-H+-ll-lf--+--+--I----J-+-t---+-l--l--+--+---I----~ > "' 0 "' 0 z 40H---+--++-+-l--tt--HH--+---"*'----4-++l-+-I--I---H---1----1--+--~l-l-+4l-1--l---l----1---1----++--1-1-4--l-~1---1---+----140 Z Q Q 30 II I I I I I II I I I I II I I 11 I I I II I I I I I I II I I I I I I I I I I I .I I I I 30 20 II I I I I I II I I I I II I I II I I I II I I I I I I II I I I I I I I I I I I I t I 120 10 II I I I I I II I I I I II I 111 i I I II I I 1 . I I I 11 I I I I I I' I I I I I I I I 110 I I I' 111 I I I I I I' 10 0 H I I ' I I II I I I I II I I II I I ' " ' .001 10.0 1.0 0.1 PARTICLE SIZE-MILLIMETERS BORING NO. I DEPTH (FEET) I SYMBOL I LIQUID LIMIT I PLASTICITY INDEX B-~ I 5 I --I 28 I 15 I CL .01 CLASSIFICATION ------------------- f.. 0 m z p I-' w I-' Ul I 0 0 I-- "O )> :0 -i 0 r-m Ch -N m )> z )> ~ "'I (/) )a, -z (/) C iii G> 0 en 0 ;::: en mn z -G> G) C :x, ~ I 'GRAVEL SAND COARSE MEDIUM 1 FINE SILT CLAY SIEVE SIZES-U.S. STANDARD 3/4" 1/2" 1/4" 4 10 20 100 100 11 I 111 llt I 11 111111 I II I I I 111111 I I I I 11111 I I I I I 40 100 200 ::I! ! 1111!1 l!I ts!II I !111 ! 1111111111 111111111 I: "'- 70 II I 111111 111 I i 11 HHJ I I 1 111 11111 I I 1111111 I I l'0 -o I I'\... "ti m~ ~ ~m ::0 "'i,., :0 0 , 1, C) m '-m z ~ z ~~ ~~ "'Cl ' "ti > ~~ > "' ...... "' ~ '~ ~ z 40 ~ • 40 z G) • G) 3011 I 11 I 111 11 I I 11 1111 I I I II I I I 11 111 I I I I I 11 I I I I I I I 130 2011 I I I I I II I I I I II I 111 I I I 11 I I I I I I II I I I I . I I I I I I I I l I . 120 10 II I I I I I II I I I I 11 1111 I I I 11 I I I I I I 11 I I I I I I I I I I I I I I 110 I I' 111 I I I I I I', I I I I I I 10 0 II I I I I I II I I I I If I I It I I I It I I .001 10.0 1.0 0.1 PARTICLE SIZE-MILLIMETERS BORING NO. I DEPTH (FEET) I SYMBOL I LIQUID LIMIT I PLASTICITY INDEX B-3 I 2 I ---I 42 I 10 .01 CLASSIFICATION SM I ------------------- I-' w I-' U1 I c.. 0 m z e ~ -0 :)> JJ -I -0 r-m (/) -N m )> z )> r-·( > en z -en ~ m G) 0 "' 0 ;= "' m z G) z m m lJ z I-' p N z p "O m lJ 0 m z -4 "O ), "' "' z G) GRAVEL SAND COARSE MEDIUM 1 FINE SILT CLAY .-SIEVE SIZES-U.S. STANDARD 3/4" 1/2" · 100 100 11 fqr 1111 I I I I II 111111 I II I I I 11 I 111 I I I I 11111 I I I I I 1/4" 4 10 20 40 100 200 90 80 70 60 50 40 30 20 10 0 II I IIU I II lllltllll t I I 1~11111 I I 11111111 I l·0 11 I 1111 11 I i f"k ~ 11 ii 111 ii I I i 111 II 111 I I 1111111 I I I 80 II llllllllll I~ I " " ' I I II I I I II I I I I I I I I I I I I I I I I I I I I I i 70 11 , , , , , " , , , , 11 "l.1 ll I -o II " II ~ I 80 ffl IIN . lJ C> ~, . m I I I I I I I· I I 1, f I ii I ..__ Z " ' II 'IJI"-. 60 ~ "~ > ' -0 II 1. 111111 Ill I 11 111111 I II I ........_ 0 rr 11 " ~ 40Z ~~-· G) II · I 111 111 111 I II 1111 I I I II I I I 11111 I I I I I 111 I I I I I I l3o II I I I I I II I I I I II I 111 I I I II I I I I I I II I I I I I I I I I I I I ~ I 120 II I I I I I II I I I I It I I 11 I I I 11 I I I I I I 11 I I I I I I I I I I I I I I 110 II f 111 I , ' " ' ' I I I I JI J , I ' . I I I I ' I I I ' , 10 11 1 I 1 1 1 11 1 1 1 1 .001 10.0 1.0 0.1 PARTICLE. SIZE-MILLIMETERS BORING NO. I DEPTH (FEET) I SYMBOL I LIQUID LIMIT I PLASTICITY INDEX B-5 I 3 · I ---I 5 o I 13 SM .01 CLASSIFICATION I I I I I I I I I I I I I I I I I I I PLASTICITY CHART 80 V ~ 50 V -CH ~ ~ -(I 40 ·~ X ,,,, w / Q CL z -> 30 V I--() -MH I-~ "' 20 v,. or < OH _, (:) Q. / 10 -V -~ :cl-ML V /////// ML.,, OL · ML·/ o· 70 80 90 100 0 10 20 30 40 50 80 LIQUID LIMIT (%) NATURAL PLAS-PASSING UNIFIED SAMPLE LIQUID LIQUIDITY SOIL SYMBOL BORING DEPTH WATER LIMIT TICITY NO. 200 INDEX CLASSI-NO. (FEET) CONTENT (%) INDEX SIEVE (%) FICATION (%) (%) (%) SYMBOL (:) B-2 5 ---28 15 72 ---CL - • B...:3 2 --·-42 10 ' 38 I ---SM I ! • B-5 3 ---50 13 36 ---SM - ATTERBERG LIMITS JOB NO.: 1315-00 'DATE: (FIGURE: 13 SAN DIEGO SOILS ENGINEERING, INC. I I I I I I I I I I I I I I I I I ,.;I ., I Job No: 1315-00 Test TABLE 1 RFSULTS OF EXPANSION TESTS (U.B.C. STANDARD 29-2) ,· Expansion Expantion Location Index Potential ' B-2 @5' 51 medium B-3 @2' 61 medium B-5 @3' 69 medium TABLE 2 MAXIMUM DENSITY/OJ?TIM{M M:>ISTURE RELATIONSHIP (AS'IM-: D-1557-70) Test MaXllllUin Location Density B-3@ 2' 104.0 TABLE 3 SOLUBLE SULFATE (X)Nl'ENI' Test % Soluble Locati.on SUlfates B-2 @5' 0.0148 B-3 @2' 0.0391 TABLE 4 R-VALUE TEST RESULTS . Test Location B-5 @3' R-Value 29 OptllllUin r.bisture 19.0 Figure 14 I I I I I I .I I I I I I I I I 1. I I I ~ Cl) a. ..... :c ... (!J z w BORING NO. ~ 4000·1--------, ... -----f--;;C-----+-----+-----1--,--------f Cl) (!J z i:c < w :c Cl) 20001---~~~l------+-----+------+------+------t :c ... (!J z w 4000 3000 a: 2000 ... BORING. DEPTH NO. (FEET) B-3 2 4000 (R)UO 8000 10,00 NORMAL LOAD (PSF) COHESION, ANGLE OF SAMPLE DESCRIPTION (PSF) FRiCTION.0 350 36 Fill, SM (undisturbed) /t V / ~v Cl) C, z i:c < w :c "' I V 1000 / V 0o 1000 2000 3000 4000 5000 6000 NORMAL LOAD (PSF) JOB NO.: l315-00 SHEARING STRENGTH. TEST FIGURE: 15 SAN DIEGO SOILS ENGINEERING, INC. I I I I I I I I I I I I I I I I I ·I •l I BORING DEPTH COHESION ANGLE OE ....,_ ___ S_A_M_P_L_E...;;;;.D.;:;.E.;:;.SC.;;..;.;.Rl;.;,.P...;.T.;..;1O-N _____ --t NO. (FEET) (PSF) ' FRICTION,o 4QOO. t--_B_-_3_· _....._-.--_s _ __. __ 4....,o_o _ _.__3_3_r--,_F_i_· l_l_, _c_L-,--_(_u_n_d_i_s_t_u_,r,...b_e_d_) __ ----1 3000 .• t ! V ; / ~ 2000 ·v i V ii: i 1000 I . V --u. en Q. ..... :c ... c,. z w a: ... en C, ~ a: < w :c ·"-' 1000 2000 3000 . 4000 5000 '6000 NORMAL LOAD (PSF) BORING NO. DEPTH COHESION, ANGLE OF 1----_;..S_A_M_P_LE--'-D...::E~S..;;.C;;...;.R-'-IP_T_IO'-'N ___ --t (FEET) (PSF) FRICTION.o 40001------'--.---~-.....,.....---------'------,,-----....-------1 3000 2000 1000 0o 1000 2000 3000 4000 5000 6000 NORMAL LOAD {PSF) JOB NO.: 1315-00 SHEARING STRENGTH TEST jFIGURE: 16 SAN DIEGO SOILS ENGINEERING, INC. I I I I I I I I I I I I I I I I I I I BORING NO. DEPTH (FEET) SYMBOL EXPLANATION B-2 5 ""' 3.0 ~ -z 0 ;; 2.0 z ~ Q. X w 1.0 0 ~ r---...__ ~ ...... 1.0 , """' t l.. ~ 2.0 3.0 ..... 1:/1. 4.0 ...,, z 0 ~ 5.0 C ..J 0 (/) z 6.0 0 (.) 7.0 8.0 9.0 10.00 0 0 0 0 0 0 0 0 0 .,. (\,I (I) 'II' LO JOB NO.: 1315-00 I i,..,..._ i,,.. FIELD MOISTURE ----· -----SAMPLE SATURATED REBOUND ~~t > .... ' ' .. .... ,, ............... ' ' ........ ' ............ ~ I'-.... • ........ ..... \ '-1) 0 0 ·o 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .,. (\,I (I) 'II' LO 0 0 0 0 0 .,. (\,I (I) V LO NORMAL LOAD (PSF) 0 0 0 0 0 .,. LOAD CONSOLIDATION TEST !FIGURE: 17 SAN DIEGO SOILS ENGINEERING, INC. I I I I I I I I I I I I I I I I I I I ! z 0 ;; z < Q. X w BORING NO. DEPTH (FEET) SYMBOL B-J 5 EXPLANATION FIELD MOISTURE ----------SAMPLE SATURATED REBOUND 3.0i-----t---+--+---+--+-+-+-+-+---+--r---+--+--+-l--+-+-+----1--+--+-+-1-+-+-l-i 1.0t----+---+---+---+--+-+-+-+-+---+---1r---t---+--+-1-+-+-+----l--+-+-+-,1--++-H ---0 lo-=~--+--+--l--+--+-+-+-H----+--i---1--I--H~+-l------li--~-+--+-1-1--1-1~ --......r---,....., z 0 ~ Q ..J 0 "' z 0 (J ~~ 1.01-----l---1---+-~--"-l--~-1-+-1-----l----+--i-__,j-1---+--l---l--1-----+---l---1---l---+--l-+-l-l '~a... ""-i•, 2.01----+---+--l--+-.. ...,1:+-i...+-+-J.--..::!Jloi,,~.:-¼,~~.t-,.--+--f-++µ-+----l---l--+-+++-l--+-l ~i--'o r--..................., ',. 3.011-----+--+--+-+--+-++-+-l---+--.::!!!o.--:!:---+---l~!-'-.-.!--il-l-++-----ll-----+-+---I-J--!.....j......jl-l r---..·i--,.... ' i-,..~~, t 4.0t----+--+--+--+-+-t-+-H----1-----11----+--+-+-l-+t-+----+--l--+-+-il-+-+-+--l 5.0r----+---+---+--+--+-+-+-+-+---+-----11----l---l-+-l-l--l-l------4---l--+--~1--1--1---1--1 6.0t-----t---+--+---+--+-++-+-+---+--+----+--+--t-f-+-++----11-----+-+-+--+-+-+-H 7.0 8.0 9.0 10.00 0 0 0 0 0 0 0 0 0 .... CII (I) ..,. u, 0 0 0 .... 0 0 0 0 0 0 0 0 0 0 0 0 CII (I) ~ IO NORMAL LOAD (PSF) 0 0 0 0 ,- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CII (') .-u, .o 0 0 0 0 ,- JOB NO.: 131s-oo I LOAD CONSOLIDATION TEST 'FIGURE: 18 SAN DIEGO SOILS ENGINEERING, INC. I I I I I I I :1 I I I .I I I .I I .I I BORING NO. DEPTH (FEET) SYMBOL J.U EXPLANATION FIELD MOISTURE ----------SAMPLE SATURATED REBOUND z 0 ci) 2.0~---+---+--+--t-+--+-!-++----l---+---t-l--t-l--H-+----+--+-l--~1--1-~H z < a. X W . 1.Qll----i---1--+~-+-l-+-+-+----+---+------i-+-rl-1--H-l----+--+-+--+-1--+-I-H ---0 (,,,a:;:~-+--+--+-t-+-t-t-++----t---t--t--H-t-+t-t----+--+---1--H-++H -........~ . :----i,t-, ... 1.01----+--+--+--::i::..+:::P,.lod-1~•......___.------.... , ... -... -+--t-'---11-+-+-++-+----+--l---,l--~-+++-I • •-~-... i a .. ~'!-+-1-L..L_I'--... 2.ol---+-+-+--t-+-+U+=:..-=::::~=~-4-1..J~ .. !:-.,.-.,M----l---+--+-+-++--i-W 3.01------+---+--+--+-+-1-i-!--l----+---+---+-i---+-+--4-+-+----+--4--1--~~-I-I-I ~ -4.0t------t---t--+--+-+-+-i-+-+----+---1---+--lt--t-+-++-+----+--+---lt---l-l-++-+-I z 0 ~ 0 ...J 0 "' z 0 (J 5.0 6.0 7.0 8.0 9.0 10.00 0 0 0 ... "' JOB NO.: 1315-00 I 0 0 0 0 (I) <d' ., 0 0 IO 0 0 0 ... 0 0 0 0 0 0 0 0 0 0 0 0 <'I (I) ~ IO NORMAL LOAD {PSF) 0 0 0 0 ,- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <'I (I) V IO 0 0 0 0 0 ... LOAD CONSOLIDATION TEST lFIGURE: 19 · SAN DIEGO. SOILS ENGINEERING, INC. I I I I I I I I I I I I I I I 1· I I I , . "OB NO.: I . . . • IE-MINIMUM H/1 1 • •. PIIOYDE ., II •. l. .· DUDNEDB • TH! CIVL ~ ... (A) GRANULAR BACKFILL .. . •• I . PROVIDE . .. APPROP.RIATE DRAIIAGEAS .. •• DESIGNED BY -.. THE CIVL I •• . . I • -' . (8) COHESIVE BACKFILL RETAINING WALL BACKFILL (NOT TO SCALE) 1315-00 D~TE: FIGURE: 20 SAN DIEGO SOILS ENGINEERING, INC. {--.. BUILDING ENVELOPE SUMMARY ·BUILDING ENVELOPE COMPLIANCE Form 1 (NR-8/81) Project Project Project Designer: :Pp Ar.J'1r.-o N A 'SSdc(A {ss Title: ft~~ i\h~.f!..'-.i ::Z:t-J'Su,Q/)tJC:l G,12..oup CL.A1,'1\S ~ut,_l'.)/rJ~ Address: ___________ _ Documented by: /1 J. S. 'Ro C,,C\2. ~; Date; 9--2-4--84- Checked by: _______ _ CA'Kl..-SBA DI CA' Date: _____ _ Permit Application Number: ____ _ This form provides space to Insert summary data on th• building envelope. Form 1 Is used In con/unction with Form 2 and Form 3 worksheets to provide th• nece:s:1ary Information on building heating (U·Value) a?d coo/Ing (OTTV) de:sign criteria comp/lane~. SITE DESCRIPTION (from Building Location Data) Location Code Number Latltu.de Degree Oays-hutlng. Solar Factor, S.F. Coolfng D..T, ASHRAE ( design temp. • 7 S~F') 1-/ 57 2 •. ~?, .2..· rJ 3. 2..0 9:2. "· 12.2,7 5. 5 C.Mc.LSeAD t<11L?,Nd'. f)~PT, S~YJ 10 /.J$c. HEATJNG DESIGN CRITERION Standard Uow-10. 0, +-2..q_ Uor-11. 0, I 00 uo,:-12. ti/~ Maximum Allowable fl\ Uoverau-13. v,22 .Proposed Uow·-14. D,47 Uor--15. O, 0 48 Uof---18. __ _ Propo••d Uoverafl-.17 •. O• 18] Lin• 17 must not exceed Lin• 13. Note: Maximum A/lowbl• Ucr~•ral/ and Proposed U0 ,,•rall are cal-:::ulated on Page_ 4 of Form 2. Note: For he•ted only buildings, Uor Is calculated for the proposed building from Form 2 (Heated Only Building) using th• value from Line 38 for the area of skyflght:s and th• Yalue from Line 3 7 for th• ovttra/1 roof area. BUILDING DESCRIPTION (from plana) Occupancy Type Code Number e. (from Occupant Ratings fo(' Buildings and Rooms) . 2 7. Gross CondlUone~ Floor Area. ft Number of Floor:s a. Average Gross Conditioned Area per Floor, tt.2 aa. Average Wall Height·per Floor,ft. 9. (facing conditioned space) 054- 4084- I 4084- 9' COOLJNG DESIGN CRITERJON Standard · 3 I fo OTTYw··-18. • ·oT.Tv . 1s. 4. IO r- Standard 14 2 " OTTV. ____ 20.==· = Proposed OTTVw.-21. z.3 ,4.$' OTTVr_ 22. o,o37 Propo••d OTTY---23. Lin• 2 3 mu.st not exceed Line 20 Note: Standard OTTV and Proposed OTTV •r• calculated on Page 4 of Form 2. Note: For heated and cooled buildings, OTTVr Is calculated for th• proposed building from Form 2 (Heated and Cooled Bui/ding) using the value from Line 25 for the area of sky/lghts and the value from Lin• 2 7 for the oyera/1 roof area. The 5 p,ucttnt exemption does not apply to any c ool•d buildings. ·,•· ',,.••,:::: r-: . MATERIALS DATA FORM BUILDING ENVELOPE COMPLIANCE Project Title: fAl(iv\c.RS .IN5V12..A!JC(. (q~oU:P Wall . Typo Typo 1 Type 2 Type 3 Typo -4 Typo 5 Totai Awali ·1• Door Typo Type 1 Type 2· Type 3 Total A · 3 door • Glazing· Typo Type 1 Typo· 2 Type a· Total A 6~ window HEATING DESIGN C.RITERI_ON 8urtlico Winter MCF Aro a, ft. 2 U-Value )31) -x C?,o93x /.Q s:i ,_ ____ x _____ x _____ ~ _____ • _____ x _____ a _____ x _____ x _____ =a _____ . ___ ...__. _____ . l::.ll Surface · Winter Aroa~ ft 2-U-Value MCF0 l3 .i. I , ( 3 X I . Q a, 4-~ x o,??S x /, o • _____ x _____ x _____ a Io S:: Surface Area; ft 2 q 4:'2-x· Winter U-Value ('),9(;, • ____ ___,.x _____ a ______ x _____ a q4:2.. Total 2. Totai -~. Totai ·6. Total Btu/hr-°F ~1_.j p.t,q Totai , Btu/hr-°F ·11.2.. Lle:_'+'.'.'. 81,fc> Totai Btu/hr-PF qo4:.3 C?o4-.3 Total. A0 w 7. 2'35~ 112 · Tofai Heailng 8. ( 1/3., ~ /In@ t-t3+5 uow.,. l/13-2> lino B +. 2-35~ a llne1 ·11na 2-l4f-8 o.-o,47 Btu/hr-u2...°F .,--... Wall Type Type 1 Type 2 Type 3 Type -4 Type 6 Tp_tal Awall 10. Door Type Type 1 Type 2 Type 3 ........,_ Form 2 (NR-8/81) Date: 3-'28-<ci4- COOLING DESIGN CRITERION Surface Summer Area. ft 2 U-Value TOeq /3/ I X O ·D'1Z-X .44-• _____ x _____ x _____ • _____ ,c _____ x _____ • _____ ,c _____ x _____ .. -----><-----·-----· 13 I} Surface Area, fl 2 lo 3 x 4--:E-,,. X Summer U-Valu• TDeq I , I ~ ·x 4-4-• 0,38 X 44 .. __ _:,. __ ,c. ><-----· Tola I Btu/hr· ~? , Q? .::::,)_.. cJ <o, 1..:;, Total 11. 5)3 oG.93 Total Btu/hr '3) 32 .4-. 7 7o2.2. · T.otal ,.door' 12. / o:5'" Total 13. 38 3 4 • b J Glazing Type Surface SF BC Summer ill Aru. ,,2 4o,.S53,l u5~~'f~5 Total Btu/ hr 4--e, ,\ l\-8 . ~ . j Type 1 IYPO 2 Typo 3 Total ~42-·x[( /1'3,x0·3S\+(· o,99 "..§...)} x[(-X-)+(--x-}]• ___ x((-><-)+(---X-)]=---- A I 1-4. w ndow 9 4-2. = Total 15. 4zG,, 1%s.c. Total A0 w 10. 2..s5t3 u2· Total Codling_ 17. 53"; zq O I / I/no tO+tZ-t-14 1/ne t ltt3+16 ~TTVw"'" 55. 2~0· I . "2. 3SB .. / T 1/ne t 7 lino t 8 18. "2.3,45 Blu/hr-fl2 ~-- MATERIALS DATA FORM (Heated and Cooled Building) Project Title: tA~c..MU½ It,J$u.-..APJc.£ G<Zu~P HEATING· DESIGN· CRITERION Roof Surfac~ Winter Total Type Aroa, fl U-Value Btu/hr-°F Typo 1 4-o 84 X 0,048 .. l~~.03 Typo 2 X -Typo 3 X • 'Type " X • Total /. 19. Totai . 20. OPllfUO roo ~kyllght Surface Winter Total l"ype Area. ft.2 U-Value Btu/hr-°F Typo 1 X • Type 2 X • lypo 3 )( -Totul A 21. Total 22. skyllghl Tolai 4--0 84-u2 Total /jt;,,03 Aor 23. Heating 24.! lino t 9i21 /Ina 20f22 Uor.,. I qc,.,.03 . 4c:$~ .. 25.: 0,.04-8 • • Jlna24 Uns 23 B(u/hr-fl~ ,--.... Roof Type Type 1 Type 2 Type 3 Type 4 Total .------.. Page 2 of Form 2 Date: c, -2.S-54- COOLING DESIGN CRITERION Surface Summor Ac Mc Total Area; fl 2 U-Value Btu/hr· 1:0Q 4--x ,il X o\c47 x o,Ti x...L.Q_a J_5{,b4--- xilx x_x __ • xilx x_x_ .. x.i.!.x x __ x_~ A 2 6 ·=====-qpa Que Total jZ1. --·-··-~- roof Skyllght Type Type 1 Type 2 l"ype 3 Total 8urfaca Aroa~· ft" 2 SC ___ .IC [(1.1!:" X';.._ )+( ___ x [(1..1.!x_)+( ___ ·x · [(11! x _) +( J., 2~. skylight ==== Total Aor 3(). 4 D ~4: 112. I llne 26t28 OTTV,I!" I SI, f, 4-'4 Une 31 . t!,o '.34::: llile 30· Summer h.T Totai .U-Value Blu/hr X-ij~ ,c_) ::r )(-~~ Tota·, ;!9. Total 15/ ,.~ 4---C~ollng 31. line 27+29 ... 32., C9,o37 Blu/hr-fl2 ...... 2 :n I tl) ..... 0:, ~ ~ ~ MATERIALS DATA FORM (Hoatod Only Building) Project Title: fA<'2=t16(V"z .::Z:.r-J 5v?:1:AJfk ~/LouP HEATING DESIGN CRITERION N':J_•: Skyllght areas up to 5 percent of th• r,ro•• celllng or roo au~ ue exompt from th• U0 , c•lcul111tlon for heated o'niy building•. Roof \ Surface Winier Type. Area. tt2 U-:-Value Type 1 . x ____ • Type 2 \ x ____ • Type 3 ~x ____ • Tolal A 33. opaque a roof Skylight Surface Winter Type Area. uF? .U-Value Type_ 1 ~---x \ . • Type 2 ____ x~ __ _,.. __ • Total A . 36. akyllght ==== Total 2 A0 r 37 .• ====== ft Skylight Exempt- One 33t35 Uno 35 x .05 Total T tal' e1Zhr-°F Total Blu/hr-Pf' 36·====== Total Blu/hr-°F Ion 38. f.12 A 3!}. tt2 X okyllghl =::=::::::=: · ,f \ a 40 adJuated line 3!r-38 Una 36 1h10 37 ' • ======:::a M;~r~· . wh~chover Is ,-greater. Total A i1. ======:: rt 2 opaq e roof One 33~39 ad! oted° Total Heating 42. ====~~n ,.--..._ UoM'° ·------T ------= line 42 line 4 I . .--...., Page 3 of Form 2 Date: '.9 -?..,1b-84- 4 3. =====::::::;;?;== Btu/hr-/~F z ::0 CX) ..... CX) ~ '"' ~- MATERIALS DAT A FORM Projoct Title: ff\(?...Ml!;IL:Z 7.Nsut-l'ttJc.6 ~(U)u,D HEATING DESIGN CRITERION Floor Type Typo 1 Type 2 Typo 3 Type -4 Surface · ·winter Ar-a.~ U-Value 1:11 ___ x~ .. ____ x ::::,,~ ____ x ____ ,.. Total Afloot44·======= rt 2 U of "" _,,, -i--------""' line 45 line 44 1= (lo VV\ ':) /(-HJ o)(V,.__p5 Uow = 0. 4-7-"l '5 ,,~ N{)P.,?:y u 0 ST1:-i/\J<)t¥l..O lJ0 = 0, 22 UdR...:::: o,IOo :: Aow Uow1 AoR...:_~~ A o w·--1-A OR.. 235-8 io,42-9+q.t,g4-)(0,/oo 04-4--:2, -------------------'"-----..... ___ ·-·-·-:--------~-------_,___ ____________ _ '1>11..0 Posc.O Uow=. o,4-7 Ual<-.:: o,04-& :i 358 'f.. o. 4-rr--r 4084-'/... 0,04-i = o,, I g 7 ~ 4-4-2.. ,...........__ .----.... Page 4 of Form 2 Data: 1-2"8-24- ST t-uJO At<...\:> C) TT V o TTY w ::: 3 !. 0 oT-t i/ -4· I l R-,, -1,1 0 \ i 'i("r'IAi.. --•./ 0 t ( 1v rn 'I-. ·Ao0 ± o7!VK 1'.Ao9.._ = AovJ t A oR... 3 I. l. X 2"3SB + 4,! X 40~4-=-\ 4--.ll 1. 35 S 'f 4-o~q_. OTT\Jlf\f-'f., ::: . 14-;!l___--------·----- R?._o f'osl!.p o TTY OTTVw-::-'.l"3·45 o TTVK = 0.037 0 7TVra..ofoSi!-..O -:::. D7TVw f..Aou..) + oT7VR 1'Ao~ Ao 1.-U + Ao 1"<-.. '2°3,45X2"3SB + 0.037 X4o84-~ .. ____ ,. ___ .,. ___ , __ _ -~ ~ 4.2. "-:-. s. ~ z :0 . a, ..__ a, --.., PROPOSED CONSTRUCTION ASSEMBLY BUILDING ENVELOPE COMPLIANCE Form ·3 (NR-8/81) Check on• and writ• In construction assembly number below {e.g. Wall· 1, Roof-2, etc.) 0 Wall-_ 0 Roof-_J_ O Floor-_ Sketch of Construction Assembly Framing type: _____ _ If wood comp/eta the following and adfust construction assembly for framing: Size:_· X • Spacing:, ____ • O.C. Indicate area, weight of construction assembly, and appropriate factors-below: Wall: Area ____ ft2 Weight ___ lb/ft2 MCF TDeq Roof: Area ____ ft 2 Weight 3, 4-lb/ft2 Mc Ac Floor: Area (raised only} ~ ____ ft 2 List of Construction Components 1. Bu1LT-UP 'Roof1N 9 T-t:.~ 2. ¼_'''PL'{ WO o D. . 3. c." Tl-\ 1ci(. Fl 'B~~C:, LY\·S5 'BATT 4. 5. 6. 7. 8. Outside Surface Air Film D.25 Cooling Inside Surface Air Film D, crz .. Cooling -- Total Thermal Resistance CRr) 2L!4-- Coo/Ing U-Value (1/Rr) 0,041 Coo/Ing R-Value D, 3$" Q, (e2. 19,·oo 0,17 Heating 0,bl Heating ·2.0.75 Heating 0,048 Heating Note:, Total Rr and U·Value must be adjusted for the effect of framing when appropriate. PROPOSED CONSTRUCTION ASSEMBLY BUILDING ENVELOPE COMPLIANCE Check on• and writ• In construction assembly number below (e.g. Waif· 1, Roof-2, etc.) 0 Wall-_j__ 0 Roof-_ -0 Floor-_ Form 3 (NR-8/81) List of Construction Components A-Value Sketch of Construction Assembly Framing type: _____ _ If wood complete the lo/lowing and ad/ust construction assembly for framing: Size:_• X • Spacing: ____ • O.C. Indicate area, weight of construct/on assembly, and appropriate factors -betow: Waif: Area ____ ft 2 Weight 3, 9 lb/ft2 MCF t, 0 TDeq tt Roof: Area ____ ft 2 Weight ___ lb/ft2 Mc Ac Floor: Area {raised only) ----ft 2 1. 2.."TH·ltk E.X:PA'NDED 'Pol'(Sl'(\2.t.NE. 2. ½_11 T\1 IC/<. Gi '( P Su M · ~o A'i2-.D 3. 311 A IP--5'f'AcE.. 4 • %'1 TI\ IC\(. GiYPSUM BOARD 5. 6. 7. 8. Outside Surface Air Film Inside Surf ace Air Film Total Thermal Resistance (RT) U-Value (1/RT) 0,2S Cooling 6, ~~ Coo Ing ,·o,gs- Coo/Ing o.ocrz. Cooling 8.oo o-4-5' (;),jl 0 • SG ().)7 Heating o, 68 Heating (D. 77 Heating 0 .OC?3 Heating Note:. Total Rr and U•Value must be ad/usted for the effect of framing when appropriate. ( ( DOCUMENTATION FORM Form 4 HVAC SYSTEMS COMPLIANCE (Complete for each system) (Rev. 1 5/78) Location __ c_. A_(l._L-S~°Bf~q .... o .... ,__.C~A~,----- Project Designer ?~ lr)r Jr t.o.0 A S. So C-1 AJG: S Documented by l..J.,;, ~o ~t'..~$ Date lo-(-84- Checked by ____ _ DESIGN CONDITIONS Building occupancy type (Table 1 of Appendix I) •••••••• . Project latitude (Table 2 of Appendix I) ..... · .•....... Heating Degree Days (Table 2 of Appendix I) •.•.••.•... Date. ____ _ · osf- 33,2...° fJ L o9"2..- HEATING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, Winter-............... . 3'8 OF Indoor Design Temperature ...................... . -:JS OF Outdoor Air ......•.......................... '250 CFM Heat Loss From Outdoor Air ..................... . Temperature of adjacent unheated spaces ............. . 2~. o:J.,t;. Btu/Hr. ) ---OF Transmission Heating Losses ..................... . Infiltration Air .•..•....• .-.....•..... · ........ . 1:3. (~Q Btu/Hr. · {.13 CFM Heat loss From Infiltration ...................... . Ventilation Air .............................. . lb ~ 10 Btu/Hr. ~s::o CFM Heat Loss From Ventilation ....•...............•. Outdoor Air for Special Processes ................... . 2.t, Q:tC Btu/Hr . ..L.-CFM Heat Loss From Process Air ................... ; .. . Btu/Hr. Other Heat Losses (describe) •..................... Btu/Hr. Total Heat Losses ............................ . 8c ,ss: Btu/Hr. 7 COOLING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, summer, dry bulb ........ . &:S oF Outdoor Design Temperature, summer, wet bulb ........ . {p] °F Indoor Design Temperature, summer, dry bulb ......... . 7$ °F Indoor Design Temperature, summer, wet bulb ......... . {;,°3 °F TransfTlission Heat Gain .•....................... 2<j1 (7 S:: Btu/Hr. Infiltration Air •••.........••.....•............ ____ _ CFM Btu/Hr. Heat Gain From Infiltration .....•................ ____ _ Outdoor Air for Special Processes .................. . --. CFM Heat Gain for Process Air . . . . . . . . . . . . .. . . . . . . . . . . . -- Solar Heat Gain Through Windows, etc ................ ~ Heat Gain From Lights, Equipment, People, etc .......... ~ Heat Gain From Other Sources .................... ____ _ Outdoor Air: Fixed Minimum Type System Btu/Hr. Btu/Hr. Btu/Hr. Btu/Hr. CFM Ppr Person (Not to Exceed Tabulated Minimum Ventilation Rates) .... . / £:" CFM/Person Heat Gain From Outdoor Air .. · ............. . s; C, I ~ Btu/Hr. ( ( ( COOLING LOAD DOCUMENTATION (Continued) System Utilizing Outside Air For Cooling CFM Per Person (Not to Exceed 33% of Tabulated Recommended Ventilation Rates) Heat Gain From Outdoor Air ............... . * Page 2 of Form 4 CFM/Person Btu/Hr. w/A Total Cooling Load ........... , . , , · · · · · · · · · · · · · ==1t===== Btu/Hr. TEMPERATURE CONTROL Attach manufacturer's data or other, give specification or drawing reference .. which shows in detail the following information: REFERENCE {page or sheet No.) • · capability to sequence heating and cooling. : ................ ·~· .. · ............ . • temperature control device set point limits .................................. . • temperature set point range between full heating and full cooling ................... . • setback and shutoff controls .................•.......................... • capability to terminate heating at 70°F and cooling at 78°F ...................... . fA_G-6-5 $ 4 '1 iOf'. St'..Sc. 15 -----'-'Q'-'-1 T7 o ___ __...._, 7T 0 ----~b~, 71o ___ --:,1)1 77 Q Indicate drawing or specification reference where the temperature control device requirements given below are documented. An automatic temperature control device shall be provided for: • each separate HV AC system ........................................... . • each zone ..................•.....•................................ SIMULTANEOUS HEATING AND COOLING The following requirements apply to the use of new energy and need not be complied with when recovered energy is used to control temperature. In each case, when resetting hot and cold deck temperatures, one representative zone may be chosen to represent no more than ten zones with similar heating or cooling requirements. Concurrent operation of independent heating and cooling systems serving common spaces must provide either or both of the controls given below. List reference specification page or drawing number where control requirements can be verified. REFERENCE • Sequential temperature control of heating and cooling systems rv/A • Automatic reset of heating temperature, to limit energy input only to that level to offset heat loss due to transmission and infiltration ....................... . Reheat systems -give reference specifications page or drawing number which will show compliance with the following when reheating 20% or more of the total air in the system. • When serving multiple zones, controls must automatically reset the cold air supply to the highest temperature level of the zone requiring the most cooling .......... . • Single zone reheat systems shall be controlled to sequence heating and cooling .......... . =: ( Page 3 of Form 4 . Dual-duct or multizone systems -give reference specifications page or drawing number which will show compliance with the following: REFERENCE • Hot deck temperature -must be automatically reset to the lowest temperature necessary to satisfy the zone requiring the most heating ................. . • Cold deck temperature -must be automatically reset to the highest temperature necessary to satisfy the zone requiring the most cooling ................. . Recooling systems -give reference specifications page or drawing number which shows compliance with the following if recooling 20% or more of the total air in the system. • Controls must automatically reset the temperature of heated supply air to the lowest . N j A temperature necessary to satisfy the zone requiring the most heating .................. ~ HVAC SYSTEM RESTRICTIONS & SPECIAL REQUIREMENTS Several HVAC System types have special requirements or restrictions. In this section, the type of system used in the design must be listed and any special restrictions given here referenced to show compliance. Supply references to proper specifi- cations page or drawing-numbers. Type HVAC Systems Used -List type of system to be used here (include all systems for heating or cooling in the building) ( include reference for specifications for each system. C Ac-I Ac..-2...- A-c -s i::,x~o O,A, ttrJD VAi/. DX y,o.LLNA'st k.lATG,is {-J1C.47i,J§. l'Yt-{ D1T7c M-( D,77o M- Constant volume reheat system -when serving both interior and exterior zones -separate cooling coils are required if the exterior zone exceeds 20% of the total air quantity through the cooling coil. REFERENCE ( ( Page 4 of Form 4 DUAL DUCT AND MULTIZONE SYSTEMS Constant volume duct or multizone systems which utilize new energy to simultaneously heat and cool air streams which are subsequently mixed for temperature control are prohibited for buildings larger than 20,000 square feet of conditioned space. If used, the air leakage for dampers utilized for the mixing of heating and cooling air shall be limited to a maximum leakage of 3% of the total air quantity handled by the dampers when operating at the maximum system pressure to which the dampers will be subjected. Manufacturer's label or nameplate shall state leakage rates. REFERENCE __ ---'N,-'--1--l-'--A---' __ I Economizer Cycle -For each cooling fan system, for other than dual-duct or multizone systems, which serve zones having total cooling capacity greater than 134,000 Btu/hr or more than 5,000 CFM must have an economizer cycle unless one of the exceptions allowed is claimed. REFERENCE ___ ~N-t-/~A __ _ 7 Electric Resistance Heating Systems -These systems shall not be used unless the total installed electric resistance heat does not exceed 10% (ten percent) of the annual heating energy requirement or a life cycle cost analysis, Form 8 (see Section 4.2 of this manual) shows an alternate system life cycle cost exceeds that of the electric resistance system. Give reference if less than 10% or include Form 8 if calculating life cycle cost. REFERENCE ____ N-'--li~A ___ _ I MECHANICAL AND GRAVITY VENTILATION Mechanical ventilation -Dampers which are automatically interlocked and closed on fan shutdown are required. REFERENCE---«'""-+--'IA...._ __ _ Gravity Ventilators -Either automatic or readily accessible manually operated dampers must be provided for all openings to the outside with the exception of combustion air openings. REFERENCE __ --'-M-'---_,_I __ _ POWER CONSUMPTION IN FANS Constant volume system · Total Supply Air Quantity .....................•...............•....... Total Pressure of Supply Fan .•..••.•... _. .•..••......................... Total Supply Air Quantity Adjusted for Process Loads. , ............•............ Total Gross Floor Area .......•.•. ~ ................................... . Net Fan Performance Index (FPI) ......•...•...•.......................... Variable volume system Total Supply Air Quantity at Maximum Flow ................................ . Total Pressure of Supply Fan at Maximum Flow ............... ·· .............. . Total Gross Floor Area ......................... , •..................... Fan Performance Index at Maximum Flow (FPlm} ....•......................... Variable Volume Adjustment Constant .................................... . Adjusted Fan Performance Index, FPla ................•............... · · · .. REFERENCE CFM Inches Water CFM Sq. Ft. 4i3Bocfh\ 0, 75 Inches Water 4-Q f¼--Sq. Ft. Q,80 ~ Q. 81.~ C ( Page 5 of Form 4 PIPING AND DUCT INSULATION AND DUCT CONSTRUCTION References to the piping insulation, duct insulation and duct construction requirements presented in Section 4.2 of the Energy Conservation Design Manual must be given below: REFERENCE f'AG--t 5 t£ {? Cl f Sf6c 's. -----·-······-·-·· f. DOC:l/M~N·t A I ION l·OIIM ti, IIVAU l:UUll1Ml:N I UUMl1LIANUI: Form 6 References giving the specification page or drawing sheet number or manufacturer's data must be submitted to demonstrate com- pliance with Division 6 of the standards. ELECTRICALLY OPERATED COOLING SYSTEM EQUIPMENT ABSORPTION WATER CHILLING COOLING SYSTEM EQUIPMENT COMBUSTION HEATING EQUIPMENT (Oil and gas-fired comfort heating equipment- ELECTRICALLY OPERATED HEATING HEAT PUMPS . ELECTRICAL RESISTANCE SPACE HEATING EQUIPMENT Standard rating capacity, Btu/hr Minimum EER (COP) Reference ~ Heat source (check one) Direct fired (gas-oil) Indirect fired (steam-hot water) Minimum EER (COP) Reference Minimum combustion efficiency at maximum rated output Reference Minimum EER (COP) Reference Supplementary Heater Control Reference REFERENCE FOR FULL-LOAD ENERGY INPUT AND OUTPUT ·REQUIREMENT FOR MAINTENANCE FOR MANUFACTURER'S MAINTENANCE AND, FULL AND PARTIAL CAPACITY AND STAND-BY INPUT(S) AND OUTPUT(S) SPECIFICATION REFERENCE 4-7,511\~H tic) 8.o M-1 m-1 l'-II A (-, -: BLIILOING ENVELOPE SUMMARY wlA1~·<fit.. ~oN.f.. t Form 1 BUILDING ENVELOPE COMPLIANCE (NR-8/81) Project Designer: YR Ac:[1CoN ASSdctAT1=-..s Documented by: lu · 5, Ro ('1C~5 Project Title: [A?.,Mt;.-P-S ~tJ'Su~AtJ~6 ~Koup Cate: 9 ._ 2 4 -84-- CLA1MS 1'$u1q'.)/,J9 Project Address:___________ Checked by!-------- CA'KLSBA DI CA. Cate: _____ _ Permit Application Number:----- This form provides spac• to Insert summary data on th• building •nvelope. Form 1 l:i u:i•d In con/unction with Form 2 and Form 3 work$h••ts to pro'lld• the nece:u1ary Information on building heating (U• Value} a'!d coo/Ing (0 TTV} de:ilgn crlt•rla c ompllanc ~- SITE DESCRIPTION Clrom Building Location Data) Location Code Number Latltu.de Degree Cays-heating. Solar Factor, S.F. Cooling AT, ASHRAE ( dulgn temp. • 7 B~F) 1.. / 57 2 •. '?i 3 .2..0 tJ 3. 2.0 92- 4. l2.2,7 5. 5 C.Ar<LS!;Ao ~UILf'.?i/\)cf-!)ltPT, S~YJ 1o ust HEATING DESIGN CRITERION Standard Proposed Uow-10. 0' fz..q U0 w,_ 14. D,4J Uor-11.C>.JOQ u0, ....... 15. Q,04-f> U01;_ 12. tJ/r, Uof·---18. __ _ Maximum AUowable m 2 Uoverau-13. v, 2. Propoeed Uoveran--17 •· Ch 181 Lin• 17 must not exceed Line 13 Note: Maximum Allowbl• u0 .,8 ral/ and Proposed U011erall are ca/QU/ated on P•g•. 4 of Form 2. Not.: For heated only building$, Uor Is calculated for the proposed building from Form 2 (Heated Only Building) using the value from Lin• 38 for the area of skylight:. and the -,alue from Line 3 7 for the o.,erall roof area. BUILDING DESCRIPTION (from plana} e. 054-Occupancy Type Code Number (from Occupant Ratings for Buildings and Rooms) Gross Condltlone~ Floor Area, ft2 Number of Floors 4084-7. a. I Average Gross Conditioned Area per Floor, tt2 Sa. 4084- Average Wall Helght·per Floor,ft. 9. (lacing conditioned $pace) COOLING DESIGN CRITERION Standard OTTVw··-18. 3 I. b or.rv r·.;-1 s. 4, I O Standard 14 2 ~ OTTV ....... _ .. 20.::::::::· = Proposed OTTVw,-21. Z3 ,4-5" OTTV r·-22. o, 03 7 Pro~OHd . ~ OTTV--.. -23. B, Lin• 23 mus, not exceed Line 20 Note: Standard OTTV and Proposed OTTV are calculated on Page 4 of Form 2. Note: For heated and cooled buildings, 0 TTVr ls calculated for the proposed building from Form 2 (Heated and Cooled Sui/ding} using the value from Line 25 for- th• area of skyl/ghts and the value from Lin• 27 for the 011eral/ roof area. The 5 percent exemption does not apply to any cooled buildings. -----------------------------------------~-- MATERIALS DATA FORM BUILDING ENVELOPE COMPLIANCE Project TUia: fA?..Y\,\t.R,5 .INS°V'\2..A!JCf... ~~oU:P Wali . Typo Type 1 Type 2 Type 3 Type 4 Typo 6 Totai Awali 1• Door Typo Ty_pe 1 Type 2· HEATING DESIGN CRITERI_ON Surface Winter MOF Aroa. fl.2 U-Value )31] ·x C?,o93x I. o ..i -----•-----X-----~ _____ • _____ x _____ a _____ x _____ x _____ A -----X ___ ...__x _____ a l~l\ Surface · Winter · Area;-ft 2· U-Value MCF ~.3 JC Ii Ip X I.'() :n 4-~ x Q,SJ ·x /, o • -----•-----•-----a Total 2. Type 3 Total . Adoor 3. I l 0$ Totai ·•. Glazing Typo Type 1 Typo 2 Typo a· Total A 6. window Surface Area~ ft 2 g 4--'2-X Winter U-Valuo ~-------·•-----· -----X-----• q4:z.. Totai ·e. Total Btu/hr-:-°F l2L,j r21. q Totai Blu/hr-°F ,,_.2.. ll,--'~ 8_7,&, Totai Btu/hr-PF 9'Dt•3 q 04-.3 Total. A0 w 7. 2ss2> 112 Totai HeaUng e. I/ /3., g line H3+6 uowa //13-P> line 8 +. 2..35b llne1 a ·11no 2-t4f-8 9.· 0,.47 Btu/hr-11l.°F ,--._ Wall Type Typo 1 Typo 2 Type 3 Type 4 Type 6 Tptal Awall 10. Door Typo Type 1 Type 2 Type 3 ---.. Form 2 (NR-8/81) Date: 9-'28-~4- COOLING DESIGN CRITERION Surface Summor Area. fl 2 U-Value TQeq /3/ I X 0 ,O'fz_, X -44-• -----·-----·-----· -----"-----·-----· _____ X _____ • _____ A -----·-----·-----· 13 I} Surface Area, 11 2 b3 X 4,.--::,z... X Summer U-Value TDeq I• I 3 x 4-4-• 0,38 X 44 1:1 ______ x _____ x _____ • Total Btu/hr· .5 \$ o b, 9 3 Total 11. ~3. oG,9.s Total Btu/hr ·-3,1 3 i ~4-· 7o2, Z. · T,otal A.door 12. 'o5 Total 13. 38 3 4 • (;, l Glazing Type Surface SF SC Summer 6T Area. ft2 40155"3,l U_s=~~~5' . J 4t-·x[( /'2'3 x0•3~)+( o 1 9 9 x£ )} Total Btu/ hr 4-e,,\ % . ~. I Type 1 type 2 Type 3 Total _x[(-X-)+(--X-)]• ___ X[(-X-)+(---•-)]::a __ _ A I d 14. w now 94-2. = Total A0 w 16. 2. 3' 58 112 · line I0H2H4 pTTVw-= 55. 2.~D· I • '2.-36S .. j T line I 7 line I 8 Total 16. l}-Co d 4~ , C. Total coollna.11. 5S.zqo, / • line I ttl3+16 18. "2.3,45 Btu/hr-u2 /':!· . MATERIALS DATA FORM (Heated and Cooled Bulldlng) Project Tltle: fr~!LNi~f½ I /\,\Su,y~c.6 G~u~P HEATING DESIGN· CRITERION Roof Type Type 1 Typo 2 Typo 3 Typo 4 Surfac\ Winter Area. fl U-Valu• 4-o 84 JC 0, o4B a _____ x _____ • _____ x _____ • _____ x _____ • Total ,.OP8ftU819•c==== root Skyllght Surface l"ype Area. u.2 Type 1 Trp• 2 Type 3 Tot&d A 21. akyllght X JC X Winter U-Value Totai Aor 23. • 4:0 g 4-,.2 /1110 19-121 • • - uo, ... I '1 t, ,.0'3 · ~ .... 4:o$d:--.... //ne24 • Uno 23 ' Total Btu/hr-°F 190,03 Totai . 20.--====~ Total Btu/hr-°F Total 22. ===== Total Heating 24.1 I ''ll2,03 · lino 20t22 25.-o .. o 4-8 Btu/hr-ft~ ---· Roof Type Type 1 Type 2 l)'pe 3 Type 4 Total .---...... Page 2 of Form 2 Date: c, -2-S-84,- COOLING DESIGN CRITERION Surface Area; ft 2 't0o 4,--,x ,il X summer Ac Mc U-Value 01 C 4 7 X ~ Jt ~ca ____ x,ilx ____ x_x_• ____ xilx ____ x_x_a ____ x"x ____ x_x_~ Totai Btu/hr· J.5 I, b4-- A 26. qpeaue ====-roof Total t27 ·-====== Skylight Type Surface Area~-ft'2 SC Summer AT U-Value Totai Btu/hr Type 1 Type 2 ___ x [(!.!!:" x·;.._)+( ___ x _B"'! ___ x [(U!x_)+C. ___ x_~:r._ __ _ lypa 3 Total ___ ·x·[(11Bx_)+C x-~"'----- >. 2CI. eky"ght ===~ Total Aor 30. 4:0&4: ,.a. I line 2Bt28 OTTVrl!" JS/. f, 4-'--i-line 3 t . 4,o ~4::: ... lino 30 Total :,!8. =====- Total Coollng 31. /S/,.,4: line 21+2S 32., a>~o37 Btu/hr-u2 '""' z :n I (l) ...._ 00 ~- MATERIALS DATA FORM (Heated Only Bulldlng) Project Tltla: fAf2...c'\ 6&::;, ;Lr-J SvHAJCb ~tl-Duf' HEATING DESIGN CRITERION N?J_•: Skylight areas up to 5 percent ol th• r,roas ce/llng or roo ue~ are exempt lrom th• U0 r calculallon tor heated oniy bulliU_nga. Roof Surface Winier Type Area. fl2 U-:-Value Type· 1 X • Type 2 \ X • Type 3 X • Toi al A 33. TotaV 34. opa~ue roof Surface Winter I Total Skylight 2 Btu/hr.Pf Type Area. It, U-Value Type 1 X • Typct 2 X • Total \ I A. 36. Total 38. akyllght Total ,,2 Aor 37 .• Una 33t-36 ·skylloht Exempt- Ion 38. ,.2 Une 36 x .os / \. Total Btu/hr-c,f A 31). ~rt2 X -i-\ a40. akyllght Une 36 line 37 adJuated line 3 38. or ~ro. wh'fhever I$ greater. Total Total A ,.2 Heating 42. opaq e Une 33~,39 \I roof ad ated ,.---__ Uo,\=" II = + ----.... One 41 ,----.._ Page 3 of Form 2 Date: i9 -"2..'b -g4, 43. ======+-== Blu/hr-/~F \ Ii 1; ',J ~-- MATERIALS DATA FORM ProJoct Tltle: fAQ..M ~IL:Z J:.Nsu~!rtJc.6 ~cZau,D HEATING DESIGN CRITERION Floor ~ace Type A a, fl~ · ·winter U-Value Typo 1 ~ Q Type 2 ~~-Type 3 X a:a Type -4 X Total u2 / ~Totai Auoor44• Healing 46. uo, = +-------=- P (c..o vvt. S 1(-JrJ o)(VlPS Uow = 6. 4't-Cf line 44 U<!IR-:::: o, l Oo To-tai o(u'/hr-°F S /,r.i ND }k?:S> U o -Aow Uow-+ Ao1'.·U.o~, Ao w-l-A oR... '23~,8 io,42.11+4bf54.-)(0,loo ST11rJ()l¥lO U0 :: 0, 22 04-4-~ ----------------------------:--·--1>R o Pos t.o ___________ ...... Uow.:: o,4-7 U(!)p__-:: o,04-& 7-358· 'f... O, 4'1--r 4084-'I---o,a4~ =-o,, I g 7 ~ 4-4-2- ,--..._ ,--...__, Page 4 of Form 2 Date: 1~2.18-~4--- S TAiJPA-t<....\) 0 TTV O TTYw = 31. k:> 0 7TVR-=:. 4, l o -r-r iJ tr,~ x --·; 0 t t \ w 'I-. AolJ..) ± o-r,vR 1'..AoR_ = AoJJ t A oR.. 31, i X 235B -+ 4,1 X 4-0~4-:= l 4--.11 235g-+ (k)8~ O TTV li\A'f. ~;_~I__-------- R<_o PosG.Q o TTY oTTVw ::-1"3,45 o TTVR. = 0.037 C> 1TV ft2..ofoSIE.O -:::. C 7 TV UJ '/.. A Ov.) + 0 T7V R 'f.... A o~ Ao.._.u + Acit<.... 'l°$,4SX215S + 0.037 X4oa+ ~ -~ 4-42. ~ ·8,~ ,,.., z :IJ ' (X) ..... (X) -'--1 :..al PROPCJSED CONSTRUCTION ASSEMBLY BUILDING ENVELOPE COMPLIANCE Form 3 (NR-8/81) Check on• and writ• In construction assembly number below (e.g. Wall· 1, Roof·2, etc.} D Wall-_ D Roof-_J_ D Floor-_ Sketch of Conatructlon Aaaembly Framing type: _____ _ If wood complete the fol/owing and ad/ust construction assembly for framing: Size:_• X • Spacing: ____ • O.C. Indicate area, weight of construction assembly, and appropriate factors betow: Wall: Area ____ ft2 Weight ___ lb/ft2 MCF TDeq Roof: Area ____ n2 Weight 3. 4-: lb/ft2 Mc Ac Floor: Area (raised only} ~ ----ft 2 List of Construction Components 1. -Su1LT-UP 'RooflN 9 T.t-Gt I II 2. ¼_ 'PL'( woo D 3. c." Trt 1c..k. Fl 15£.R.Gy Lf'\-S5 'BATT 4. 5. 6. 7. 8. Outside Surface Air Film 0.25' Cooling Inside Surface Air Film Q•C\z_ Cooling - Total Thermal Resistance CRr) 21.14-- Cooling U-Value (1/Rr) o,04z Cooling R-Value D, 3$' Q, (e2 19, 00 (9,1] Heating O ·'-1 Heating ·,_0.75 Heating 0,04~ Heating Note:, Total Rr and U•Value must be adjusted for the effect of framing when appropriate. PROPOSED CONSTRUCTION ASSEMBLY BUILDING ENVELOPE COMPLIANCE Form 3 (NR-8/81) Check on• and writ• In construction assembly number below (e.g. Wall• 1, Roof·2, etc.) D wa11-_J_ 0 Roof-_ 0 Floor-_ Sketch of Construction Assembly Framing type: _____ _ If wood complete the following and adfust construction assembly for framing: Size:_· X • Spacing: ___ • O.C. Indicate area, weight of construction assembly, and appropriate factors below: Wall: Area ____ ft 2 Weight 3,9 lb/tt2 MCF /, 0 TDeq 4± Roof: Area ____ tt2 Weight ___ lb/ft2 Mc Ac Floor: Area (raised only} ----ft 2 List of Construction Components 1. 2"T1+1c:k E.X:PA'NDE'D 'Pol'{'Sl'(~£NE. 2. ½_"Ti~IC/Z Gi "(PSuM ~OA% 3. 3'' A\ R--S.'f'AcE- 4· %" TI\ IC\c:'.... Gi'fP SUM &OAR\) 5. 6. 7. 8. Outside Surface Air Film Inside Surface Air Film 0,2.S Cooling D, ~B Coo Ing - Total Thermal Resistance (Rr) 10.ss Cooling U-Valu_e (1/Rr> o.oqz.. Cooling R-Value g,60 0 .4--5' 0,9) o,5G C), )7 Heating Q,~8 Heating ro. 71 Heating 0.093 Heating Note:. Total RT and U•Value must be ad/usted for the effect of framing when appropriate. ( ' ( ( DOCUMENTATION FORM Form 4 HV AC SYSTEMS COMPLIANCE (Complete for each system) (Rev. 1 5/78) Location _C~-A..:..:(L..;;.cu:;;..s,:;...,::::B/9~0'-l,___,,C..L.L..Au., ___ _ Documented by Lq.,;, ~a ~ti.$ Date ID-{-8('.J.., Project Designer 1?~ (i)c Jc t.o >J A S. S o c.1 ,({Z, S Checked by ____ _ DESIGN CONDITIONS Building occupancy type (Table 1 of Appendix I) ....... . . Project Latitude (Table 2 of Appendix I) •.•••••••••••• Heating Degree Days (Table 2 of Appendix I) .......... . Date. ____ _ os'{- 33,2/ rJ '2. oqz., HEATING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, Winter ............... . '3'B OF Indoor Design Temperature .•..•.........•........ --::J.5 OF Outdoor Air ................................ . (25'0 CFM Heat Loss From Outdoor Air ..................... . Temperature of adjacent unheated spaces ............. . 2'2. Oj~ Btu/Hr. J OF Transmission Heating Losses ..................... . Infiltration Air .............................. . 13, I ~Q Btu/Hr. · i13 CFM Heat Loss From Infiltration ...................... . Ventilation Air .............................. . I,; ft Io Btu/Hr. ~s:o CFM Heat Loss From Ventilation ..................... . Outdoor Air for Special Processes .•................. 2..<., Q1C Btu/Hr . ..1..-_ CFM Heat Loss From Process Air ...................... . Btu/Hr. Other Heat Losses (describe) ..................... . -Btu/Hr. Total Heat Losses •.......••.............•..... B~}Ss Btu/Hr. COOLING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, summer, dry bulb ........ . 2?::?> OF Outdoor Design Temperature, summer, wet bulb ........ . Indoor Design Temperature, summer, dry bulb ......... . Indoor Design Temperature, summer, wet bulb ......... . ~7 °F 7S °F ~3 °F Transmission Heat Gain ........................ . 2'J1 ( / $'.' Btu/Hr. Infiltration Air ............................... ____ _ Heat Gain From Infiltration ...................... ____ _ Outdoor Air for Special Processes. . . . . . . . . . . . . . . . . . . -- Heat Gain for Process Air . . . . . . . . . . . . . .. . . . . . . . . . . --- Solar Heat Gain Through Windows, etc ................ ~ Heat Gain From Lights, Equipment, People, etc .......... ~ Heat Gain From Other Sources . . . . . . . . . . . . . . . . . . . . ____ _ Outdoor Air: Fixed Minimum Type System CFM P~r Person (Not to Exceed Tabulated Minimum Ventilation Rates) ..... --~/_£:' __ Heat Gain From Outdoor Air.:. . . . . . . . . . . . . . s; ~ ls" CFM Btu/Hr. CFM Btu/Hr. Btu/Hr. Btu/Hr. Btu/Hr. CFM/Person Btu/Hr. ( ( ( COOLING LOAD DOCUMENTATION (Continued) System Utilizing Outside Air For Cooling CFM Per Person (Not to Exceed 33% of Tabulated Recommended Ventilation Rates) Heat Gain From Outdoor Air ............... . Page 2 of Form 4 ~ CFM/Person ~ Btu/Hr. Total Cooling Load ............................ ==tJ=t-,/4=A==== Btu/Hr. TEMPERATURE CONTROL Attach manufacturer's data or other, give specification or drawing reference which shows in detail the following information: REFERENCE (page or sheet No.) • · capability to sequence heating and cooling .................................. . fAG-t.s 8 4 '1 <0F se..se-'s • temperature control device set point limits .................................. . ____ o~,T7o • temperature set point range between full heating and full cooling ...•................ ___ __,_.._,,7To • setback and shutoff controls ........................................... . ____ t:>_,710 • capability to terminate heating at 70° F and cooling at 78° F ...•.•................. ------"'\") I 7 7 0 Indicate drawing or specification reference where the temperature control device requirements given below are documented. An automatic temperature control device shall be provided for: • each separate HV AC system ........................................... . • each zone ..................•.........•............................ SIMULTANEOUS HEATING AND COOLING The following requirements apply to the use of new energy and need not be complied with when recovered energy is used to control temperature. In each case, when resetting hot and cold deck temperatures, one representative zone may be chosen to represent no more than ten zones with similar heating or cooling requirements. Concurrent operation of independent heating and cooling systems serving common spaces must provide either or both of the controls given below. List reference specification page or drawing number where control requirements can be verified. REFERENCE • Sequential temperature control of heating and cooling systems ~ • Automatic reset of heating temperature, to limit energy input only to that level to offset heat loss due to transmission and infiltration ....................... . -+ Reheat systems -give reference specifications page or drawing number which will show compliance with the following when reheating 20% or more of the total air in the system. • When serving multiple zones, controls must automatically reset the cold air supply to the highest temperature level of the zone requiring the most cooling .......... . • Single zone reheat systems shall be controlled to sequence heating and cooling .......... . I ti/A I Page 3 of Form 4 Dual-duct or multizone systems -give reference specifications page or drawing number which will show compliance with the following: REFERENCE • Hot deck temperature -must be automatically reset to the lowest temperature necessary to satisfy the zone requiring the most heating ................. . • Cold deck temperature -must be automatically reset to the highest temperature necessary to satisfy the zone requiring the most cooling ................. . Recooling systems -give reference specifications page or drawing number which shows compliance with the following if recooling 20% or more of the total air in the system. • Controls must automatically reset the temperature of heated supply air to the lowest temperature necessary to satisfy the zone requiring the most heating ................. . HVAC SYSTEM RESTRICTIONS & SPECIAL REQUIREMENTS Several HY AC System types have special requirements or restrictions. In this section, the type of system used in the design must be listed and any special restrictions given here referenced to show compliance. Supply references to proper specifi- cations page or drawing numbers. Type HVAC Systems Used -List type of system to be used here (include all systems for heating or cooling in the building) ( include reference for specifications for each system. ( _A'--'--=c~--'-'-~b~!X~~~o-=O~,AL..W-. ~A~N~D"--'-V~A~V_-~D~X~~0?~0.~.L=-=-tN~'R~''s\,-=¥-~b~lA~7.~-~G-~4~5c......yH~,c~4h.,_._,_~_§~.~l'.Yl-l _,_A..,_e=--_,.2-=-----------D::....,...I T....:...7.,__c.;;....__ ___________ f\ -( ~A-..,-;...,,..c_--_s=------------..:..D=1_,_7_.7-'o;;._ _____________ __._M- Constant volume reheat system -when serving both interior and exterior zones -separate cooling coils are required if the exterior zone exceeds 20% of the total air quantity through the cooling coil. REFERENCE ( ( Page 4 of Form 4 DUAL DUCT AND MULTIZONE SYSTEMS Constant volume duct or multizone systems which utilize new energy to simultaneously heat and cool air streams which are subsequently mixed for temperature control are prohibited for buildings larger than 20,000 square feet of conditioned space. If used, the air leakage for dampers utilized for the mixing of heating and cooling air shall be limited to a maximum leakage of 3% of the total air quantity handled by the dampers when operating at the maximum system pressure to which the dampers will be subjected. Manufacturer's label or nameplate shall state leakage rates. REFERENCE ___ .:.....N,4/_,_A_,_. __ _ I Economizer Cycle -For each cooling fan system, for other th_an dual-duct or multizone systems, which serve zones having total cooling capacity greater than 134,000 Btu/hr or more than 5,000 CFM must have an economizer cycle unless one of the exceptions allowed is claimed. REFERENCE ___ .,_,J_,_/ ..... A __ _ I Electric Resistance Heating Systems -These systems shall not be used unless the total installed electric resistance heat does not exceed 10% (ten percent) of the annual heating energy requirement or a life cycle cost analysis, Form 8 (see Section 4.2 of this manual) shows an alternate system life cycle cost exceeds that of the electric resistance system. Give reference if less than 10% or include Form 8 if calculating life cycle cost. REFERENCE ___ -'-'N-+~---A-'----/ MECHANICAL AND GRAVITY VENTILATION Mechanical ventilation -Dampers which are automatically interlocked and closed on fan shutdown are required. REFERENCE---1«=.....IAr..,._ __ _ Gravity Ventilators -Either automatic or readily accessible manually operated dampers must be provided for all openings to the outside with the exception of combustion air openings. REFERENCE __ ----'--vYl--'---_../ __ _ POWER CONSUMPTION IN FANS Constant volume system Total Supply Air Quantity ...............•........•...•................ Total Pressure of Supply Fan .......................................... . Total Supply Air Quantity Adjusted for Process Loads ................•.......... Total Gross Floor Area ............................................... . Net Fan Performance Index (FPI) ....•.................................... Variable volume system Total Supply Air Quantity at Maximum Flow ................................ . Total Pressure of Supply Fan at Maximum Flow .......... : •... , ............... . Total Gross Floor Area ...•...................... , .................... . Fan Performance Index at Maximum Flow (FPlm) ............................. . Variable Volume Adjustment Constant .................................... . Adjusted Fan Performance Index, FPla .........•........................... REFERENCE ~ / f;, CFM ~ Inches Water ~CFM ~JZA Sq.Ft. J/A 4:,'3 BC) Cf"" 0, 75 Inches Water 4-GS4-Sq. Ft. ( ( ( Page 5 of Form 4 PIPING AND DUCT INSULATION AND DUCT CONSTRUCTION References to the piping insulation, duct insulation and duct construction requirements presented in Section 4.2 of the Energy Conservation Design Manual must be given below: REFERENCE rf-\G...t: 5 ff K? Cl f Sf6c 1S. f (- DOCUMHN'l'ATION H)IIM 111 1-IVAU 1:UUll1Ml:N'I' UUMt1LIANtll: Form 6 References giving the specification page or drawing sheet number or manufacturer's data must be submitted to demonstrate com- pliance with Division 6 of the standards. ELECTRICALLY OPERATED COOLING SYSTEM EQUIPMENT ABSORPTION WATER CHILLING COOLING SYSTEM EQUIPMENT COMBUSTION HEATING EQUIPMENT (Oil and gas-fired comfort heating equipment- ELECTRICALLY OPERATED HEATING HEAT PUMPS ELECTRICAL RESISTANCE SPACE HEATING EQUIPMENT Standard rating capacity, Btu/hr Minimum EER (COP) Reference Heat source (check one) Direct fired (gas-oil) Indirect fired (steam-hot water) Minimum EER (COP) Reference Minimum combustion efficiency at maximum rated output Reference Minimum EER (COP) Reference Supplementary Heater Control Reference REFERENCE FOR FULL-LOAD ENERGY INPUT AND OUTPUT REQUIREMENT FOR MAINTENANCE FOR MANUFACTURER'S MAINTENANCE AND, FULL AND PARTIAL CAPACITY AND STAND-BY INPUT(S) AND OUTPUT(S) SPECIFICATION REFERENCE 4-715 Ml}H trc) 8.o M-1 m-1 I NIA ; ), 1200 ELM AVENUE CARLSBAD, CA 92008-1989 Office of the City Engineer Citp of Carl.sbab Jack Thomas County of San Diego Department of Public Works Building 1, Operations Center 5555 Overland Avenue San Diego, CA 92123 INDUSTRIAL WASTE PERMIT APPLICATION NO. Enclosed is a copy of the application for an Industrial Waste Discharge Permit from the subject applicant. Your review and recommendations on this application will be appreciated prior to the issuance of a waste disposal permit. ~~z~------- F<;(Z.-DONALD E. DONOVAN City Engineer Enclosure: Application No. cc: Building Department Dave Sauter, Encinas Plant Arnie Wing, Dept. of Health Services DED:JM:lch TELEPHONE (619) 438-5541 .. APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT · CITY OF CARLSBAD Application: (Check One) New __ ·_y_~ __ _ 249 --Applic.ation No. Industrial Class 31 Revised. ___ _ --------- Date 9-23~ B~~-=-~e of City RP~~esentative -------------------------··--------------------------------------------------------- A. APPLICATION FOR INI)USTRIAL WASTE DISCHARGE PERMIT GENERAL: fA:te.r1~&::> Applicant_el_~_L.J_r::=> _________ _ (Owner( Lessee, Tenant, 4<P&:) v-ll!A*"f ie-F . ~P. l#? ~ti ~ 1 ~ Foe.t'-1 IA (Applicant's Address) - Type of ·Business: I~ tJ~C..-~ etc.) Site Addre B. INDUSTRIAL WASTES AND PROCESSDTG: General description of chemical and physical characteristics of existing proposed waste ___ H-t.J __ t1_MJ ________________________ _ General desc~iption of process, (If applicable)_W;...._~t_;_./lr..:-________ _ . 'C. WASTES TO BE DISCHA!{GED TO SEWER: Wastt3 (Check One) Treated ·---- Untreated ---- Quantity: (Daily) Average ~e, GPD Maximum l?W GPD Applicant or Representative of Firm._'¥.,_/_ll,.,_l,._I_A:._M __ '?_._ ...... ~ __ ~ _______ _ ~ia-,r (Pr int) fol2-O'v'Jt,J~ Attachm