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HomeMy WebLinkAbout2510 EL CAMINO REAL; ; 76-3218; Permit;;-~:~~r .. ~-~:;;· ·--:~:;';~~-~--: ,~ ... ~-,i.~:-¥--.-i,..t.,Y-,u,'< '":, _,, ~ -~ .. -. - tyl0DEL'N0. ______ -'--,---·-···:_; .·_ .. ':·_::··:::''.:(:~~~-,>,.:' :' .. :' .:. ·BUILDING. PERM1r··APPLl·CATIO~L .. c,rt,=,t,=~-~~*-~~1 ~rp-~ .City of CARLSBAD, CALIFORNIA 92008 -~ r '· --:, _ -~~~~-·-·: .. ,.,~ ;::-·:~~ .-:'-i r..,~. Applicant to complete numbered spaces only Phone 729-1181 Permit No 7'1· J,~l,'t> JOB ACOR ESS ' ' ,z.~tO ~L CAMlHJO fe\L.. ,.~:4-v£> ,:(;)I\, LEGAL ! . , I LOT NO, loESCR, . s ,,~ 1 &LK • 1 TRACT I · ~$~-!I. '7t) ASSESSOR'S PARCEL NUMBER BOOK I PAGE I <OSEE ATTACHED SHEET) PAR, ;!f::!il:-•' 'ARCHITECT OR OESIGNER 4 :$'l:Jfat tnc . . ' . . . j ENGINEER MAIL ADDRESS PHONE LICENSE Nd. 5 MAIL ADDRESS BRANCH ,•. t '. :_/ 9 ~Q.f~C:-ili\l WO,f.k: fJ.~i. .· _{flj; l}\~~l~ f. ~,JU{l£() m~t J~.iV\ J· .. ,, "",.• Cban_ge-of use to . 11 Valuatibn of work: $ ·'f? .7"'.~r'\ERMIT FEE-~ Ill 7 (.>I[) """' :1 . SPECIAL CONDITIOr-,JS: . .,. ' ~ .. _&.,, MICRO· Fl·LM FEE .,. -~------'--------------'-~-----I ~~~;t.,-ll~ -iv ~ -~~~~~aricp ~ 2 I'() .;S,i!;i/' ,.-'{0 : APPLI.CA TION ACCEPTE'O·BY ;,·. /) l ~ P~ANS .: '"".ci<eo BY A.PPR~~;?;'-1ss NCE B;f ~~~e _ ]T ' ~~~e Srcf! R~iu~~:!n~ DNo . 0, '·.d "_,t· ~ ,2?-, d"t, i;No. of OFFSTREET PAR~.i~_G SPACES: ~ti.;..A~:r.;;E.,..... _____ ,.,..,-::::·;:::: . i;-~!•'7&..1 DATE 'Y, ,J. ffrJ. ..,:>welling Uni!S ~gvered Sq, Ft.'" ,~gen ,;' No TI c E-,. ' . Special Approvals Required Received Not, Required t-P_L_A_N_N_I N-G-0-EP_T_. --t--------t----:;8..;-$~'.$;.--,. 7-)=-.:g;-;;;.#-,--~~--"""1 . SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- ING, HEATIN~,-VENTILATING OR AIR CONDITIONING. THIS PERMIT BEC.OMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMfy1ENCED WiTHIN 120 DAYS,OR IF CONSTRUCTl'ON OR' WORK IS SUSPENDED OR ABANDONED FOR A PERLOD OF 120 DAYS AT ,.ANY TIME AFTER WORK IS COM· 'MENCED. -1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION.ANO KNOW 'fH'E SA.ME TO:SE.TRUE',AND'COR;RECT. ALL;: PROVISIONS OF LAWS AND ORD.INANCES GOVERNll'IJG·THIS rTYPE Of WORK WILL BE-·GOMPLIED WITH WHETH'ER ·SPEC'rFIED· -HEREIN OR NQT, THE GRANTING OF A .PERMIT DOES NOT PRESUME 1'0,.G,IVE AUTHORITY TO VIOLATE 'OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUC:rlON 9R THE PERFORMANCE OF CONSTRUCTION . SIG_NATURE OF C OR AUTHORIZED AGENT (DATE) SIGNATURE OF OWNER <IF OWNER SUILOER) IDATE) HEALTH DEPT. FIRE DEPT. SOIL REPORT . o:rHER (Specify) EJyGINEERlf\!G DEPT. WATER D.EPT. ....... -------+-------t------+--------1. , WHE{ll ·PROPERLYVAL:IDATED (IN· THIS SPACE) THIS· IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.o... CA~H P_~RMIT VALIDATION CK. INSPECTOR ~~$5 ~-~~ ............... -:""'"~ D!iA~ TOTAL FEES $-11"--='-'-'-'"-'--'f'--'~- • INSPECTION RECORD •· DATE REMARKS INSPECTOR FOUNDATIONS: SET BACK TRENCH ~ R(;INFORCING FOUNDATION WALL & WEATHER PROOFING I CONCRETE SLAB I FRAMING INT. LATHING OR DRYWALL EXT. LATHING MASONRY ' FINAL USE SP.ACE BELOW FOR NOTES,. FOLLOW-UP, ETC. 11-9-76 Partial rebar for footings, O.K. Partical steel and footings E. p],1de. 11-22-76 Steel-Okay to groute 1st lift east wall and south east corner, south 12-7-76 Block Wall Grout-Okay E.Plude. 12-3-76 NO PLUMBING PERM.IT-Underground Plumb.-Okay E. Plude. l-11-77Partial Frame-Okay Partical on frame. T. Mata. ;J-;;,.1-7 7 ~ LAW/CRANDALL [ J 9177 Sky Park ct. San Diego, CA. 92123 619-278-3600 CONCRETE TEST REPORT CUEN~ Aviara Resort Associates PROJEC~ Aviara Resort Club, Time Shate/ Permit #97-940 1523 Morning Dove Way, Carlsbad 03/13/98 JOB NO: 31. 00064. 09 LAB NO: 31337 MIX ID: 3011501 SPECIFIED STRENGTH: 2,000 PSI MIX DESC: GROUT -----FIELD :aNFORMATION-------------FIELD TESTS-------------(ACTUAL) (SPECIFIED) DATESAMPLEO: 03/06/98 BY: K. Brickley SLUMP,INCHES: N.I. TIME BATCHED: SAMPLED: 09: 00 AIR, PERCENT: N. I • BATCHPLANT: Pre-Mixed, M. Valley UNIT WEIGHT, PCF: N • I • TRUCK/TICKET: /219091DATERECEIVED: 03/07 /98 MIX/AIR TEMP, °F: CUBE TEST RESULTS SAMPLE LENGTH WIDTH DEPTH DATE NUMBER QN.) ON.) (IN.) TESTED 1 3.17 J.35 6.00 03/09/9,8 2 3.21 3.21 6.00 03/11/98 3 3.19 3.07 6.00 03/13/9·8 4 3.00 3.00 6.00 03/20/98 5 3.00 3.00 6.00 04/03/98 6 3.00 3 .-00 6.00 04/03/98 < < < OENOTES lC1# STl'£NG11i POUR LOCATION: Retaining wall 24 REMARKS: Sampled at 9.5 cubuc yards of 12 Gallons of water added= 30 DISTRIBUTION: TEST AGE (DAYS) 3 5 7 14 28 28 MAX LOAD STRENGTH (Lbs.) (psi) 12,700 1,200 16,500 1,600 18,000 1,840 Aviara Resort Hotel Associates (B,C,D) Roel Construction Co. (B,C,D) RESPECTFULLY SUBMITTED David c. Wilson, RCE # 54734 :7'"'~ . ..,,.,.,...--···""-;•'-~•~•;~e:,:.~.""''"' ,-•IF--;-:"'"?~,;',:.:'-,..., "-:;'-7 .. ·••-'·"""""-~•~''',:-.\.-•,,.-, ,,;,-,;;-.~.'.:~-·.·. ~ :· ~~--. •: ',,C:.~.-.:.,~}/.;;,;;.,i ~~-~ •.,'-~-"--'-~"7' ~ -'°-o"4-<~:,_ _,<C . • -! •· .. A ~~--~ }:: ':~; ~,,. • \~ • :t • ~' .. ; PtuM~iNG PERMIT APPuCAhOt-r ?~w>H~-Ofl {/ .. _ ·City .of .CARLSBAD, CALIFORNIA i/ · Applicant to complete numbered spaces only. \ ~·-..... Permit No 7?-;;y/· -J08 ADOR ESS ., ;,,..,..· ~T""'.... :;<. -~r:: (i-. ·-. o?J-:;;t) ~..?.-~ ~ ' I ~p · · ,<h~?~ ·· ,~--r ·t::.~-:. .::., {/:' .-, .. , . 1 ~E·GAL I f?''T NO. I BLK TRACT , :,t*'" .--~~~- ' ' D~SCR. ,-. OWNER vt/4.rJ/! ~ .A :Al:A;a~.£r:,£f/J ZIP PHONE . 2 ,...--\ t,,:,· :}-,,_• CON°TRAC TOR )~ ~Jr ~ MAIL ADDRESS £ -PHO.NE ~ ,,, LfCENS,is:,,~o;? ,ST/>,TE ~~.,,..-' 3 -zRJ. · ~ (/"' Mq .. -r d ~ / · t. U tt 4!~?'?<.t ,J.y I v·r _ P /. ~2.7'·-~ ?°~:'..;:t.,?,;::,4i~~-< ")-:>~-;.~--./._,,. <.1{ ARCHITECT OR DESIGNE.R ,ti' MAIL ADDRES"3 ......,_ -!3HONE /' LICEN~E~NO;,/( 4 :,, , .. ENGIN'EER MAIL ADDRESS PHbNE LICENSE NO. 5 C9~PENSATION (NS. CAR[<IER MAIL ADDRESS BRANCH 6 - USE OF ,BUILDING 7 8 Class·of work: ' DNEW DA0DITI0N 0 ALTERATION D REPAIR . 9 .~ Describe worl<: ' ... ! - ., , . .. " PERMIT FEES ,. No. Type of Fixture or Item ; Fee .. : SPECIAL CONblTIONS: ~--WATE-R-CLOSET (TOI LET) ·ry k.--. ~ . BATHTUB ., ; LAVATORY (WASH BASIN) -, i./') ~ SHOWER { KITCHEN SINK,& DISP. / i-/} --DISHWASHER . . APPLICATION A~PTED ;t:: JPLA~S-CH_ECKEO BY; APPROVED FOfl ISSU~NCE BY . L LAUl;-IPRY TRAY ~--~A-- . ~ /f') : ~LOTHES WASHER . . r ... DATE I WATER HEATER /.,. 1/} NOTICE I URINA_L . I ~ _,,,. -. 'll f '\ THIS PERMIT BECOMES NULL AND'VOl0 IFWORK OR CONSTRUC-l DR IN.KING FOUNT0AIN I ,..-,1 · TlON AUTHORIZED 'IS NOT COMMENCED WITHIN 60 DAYS, OR IF 5-?!" FLOOR--SINK ORD.RAIN /,,.;) &-a..,., CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A .,, PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-S'LOP SINK MENCED. -{.,r GASSYSTEMS:NO.OUTLETS /_ ~I<' I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS· - APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT, WATER PIPING & TREATING EQUIP. ...... ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS lJYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED WASTE INTERCEPTOR EREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT '' ·PRESUME TO GIVE AUTHORl:fY TO VIOLATE OR CANCEL THE l VACUUM.BREAKERS /. .-..-.1) PRovrslONS OF ANY OTHER STATE OR LOCAL LAW REGULATING ' . CONSTRUCTION O.R THE PERFORMANCE OF CONSTRUCT! ON. LAWN SP~INKLER SYSTEM .. f 0-;--·. . I .~EWER -' i'J7ff ' fl. ---, J CESSPOOL ;;../l¥/77· SEPTIC TANK & PIT .. ~ ,#''(f!/ L ,_,. ROOF DRAINS ,/A ~ ' ·-.~ ·-~ ·/~J. ;TURE OF CONT~~TOR OR AUTi-lORIZ-ED A~ENT r (DrE)·. . -.,, . ( / PERMIT $7 .) v· SIGNATURE OF OWNER fl F OWN-ER BUILDER) (DATE) . TOTAL FEE $ /.,J: 00 WHEN PROPERLY V~LIDATED (IN THIS SPACE) THIS. 1.S YOUR_PERMIT CK. M.O. CASH . PERMIT VAL_IDATION CK. INSPECTOR • •• INSPECTION REPORTS DATE 11:i;M REMARKS INSPECTOR - ,, USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 2-8-77 O.K. r0ugh and gas. E. Plude 5 6 USE OP' !f~JL;'DJNG : 7 8 .:~Class of work: }(NEW D.ADDITION 0 ALTERATION D REPAIR 9 Describe work: :J."' N 57 r;L f,:. STuR:£. -,;/ "• ~ERMIT FEES No. Each Fee SPECIAL CONDITIONS: ISSUANCE OF EACH PERMIT ·· NEW CONSTRUCTION, FOR EACH • ·APPLICAT~N.ACCE~BY.1 PLANS CHECKEO ev, APPROVEO FO~ lo/ANC1v, :~r~Rig,~ 0_FB~~~Ki~RVICE, SWITCH. . /t{:A/ DATE // i.!J.!Y7t 7NEW SERVICE ON EXISTING BLDG. .. -l NOTICE · 1· f /' FOR EA. AMPERE OF INCREASE _ r . IN MAIN SERVICE, SWITCH, FUSE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-OR BREAKER_ ' TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF t-----~--------+'---+-~-+------,f--~ CONSTRUCTl'ON.OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 ,DAY~ AT ANY TIME AFTER WORK IS COM-REMODEL, ALTERATION, NO CHANGE MENCEO. . IN SERVICE, FOR EA. AMPERE OF I HEREBY -CERTIFY THAT I HAVE READ ANO EXAMINED THIS APPLICATION ANO KNOW THE SAME TO BE TRUE ANO CORRECT. ALL PROVISIO'NS OF LAWS ANO ORDINANCE& GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRl,JCTION OR THE PERFORMANCE OF CONSTRUCTION. INCREASE TEMP. SERVICE UP TO AND INCLUD· ING 200 AMP. TEMP. SERVICE OVER 200 AMP. PER 100· ~theJnd~·~ ., SIGNATUIIE. OP' lCONTIIACTOII Oft AUTHOJfl'ZED AGENT J/-,;Jj .. ~~ ~-. (DATE) t---------'-------t----,1',r'-,'-~. _,.--i.+-+----1----l PERMIT FEE Jf,.I,''/)@ .,:;):. 5JGNATUII~ OP' OWNEII (JP' OWNEII BUJLDEII DATE! ~ _.,,,,. . . -'PLAN CHECK VALIDATION WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS 1$ YOUR PERMIT CK. M.O. CASH PERMIT VALlDATION. CK. M.O. CASH '.,,._, ,.; : INSPECTOR -• INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. JO& AODR ESS '{ ·A~,---~,..;:·,-,~~~"--·~e'~~,: TRACT · usE'OF' ·~urt:·o_cNG .7 . -~_4,,,,4.,, .S-"1td.#!-$"' •::,;"".:'' -~~, . t! · ~,:·. Class of work: ~w :·.o AD DJf ION O-AL TE RATION. 0REPAIR :f' ;~· -: \" ._ ...... ---'--,-.. "'", -. -----'--~---~----------'-'-,-------~--------.,-----,.::.-;,.JJ.),..' -,------.,.+:~-,-. "'"··"". ------1 \,~;:~:::~p~scr.ibework:,..~~u~ '9' /1:..4,~hr ,#. .;,,; ~ .t.,/p-,;f]: #~·-J$.(;Q,,:::;-K' 1;7;i;,1~,r~~i4,...-,.._..~ ~::-/ ·d . .i!. -~--~/9,,.1-i:'~r---/~-iP&,,/Alt.;. AUP. ::a ~y',4,' ~~-S 1 · .::. ·-::.' "' .,i,·. • ('· "No: J l. /l}iR·;.rot _EquiginenU ,r;·_ fl,, .. ::. . AirC6ng/l:Jflifai'i:t~i5~!€r-~~~ · fi'-!:J:f::A;i: G~s Fired A.C. U.nits-Tonn;igi1~a.'..\', ·,: '.~ : ~PPLIC~~JON-.0:CCEPTED BY:. 'PLAN5_ ~.HECKED·B¥ . ; :: , .~ . ' .. ~-'-· _Force_d· A_ir Syst~ms-B.T.U. ~, ~..f M Ea.. :t : ' APPROVED FOR·ISS_UANCE BY. GravitySy'stems-B.T.U. . [.r. M·Ea. Flo9r .furnaces-:B,T.U. M Wall Heaters.-B.T.U. t,',I •: • . ; ·. : ... ·; 1' ....... . , .... : .. ,_ -~ ·," ,_,: . :·, ·\ .. ;.,· ., .. i: ,, . ," . . . ,·:· .:,._:} _.,, ·, .·-:. WHEN-PROPERLY.VALIDATED Olli THI_S SPACE) THIS IS YOUR.PERMIT· ·_;· PERMIT VALIDATION :'Pl:AN ·tH.ECK VAt.lOATIO{'J. ,· .., . . -,'. ·,. ', CK. M.O. CASH CK. M,O. ·.·: ••• ~ f .. • • ' ~·· ~ . ... , : : ,;: -~:·'.-~>r/' --~:t:t1:t1:,;;;L··•\,,. L'-, 'l' , ' INSPECTOR · · Fee $,;i.7' 4"'A, CASH . , .. -~ ·--. --~ .. ~· -:-. • • INSPECTION REPORTS DATE ~ ITEM REMARKS INSPECTOR , : ---_ ... ---· --. --. ------... -.-~, ------=~ -·-. --...._,,.._,... _____ ..,.. .. ~,....,.,,.,.,. ··-,..,..._, -.. ----- USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. ',. ,., ' · e#I ow.--i:'Hhi ri:trt+r bi ·-c1":siml':i"r· ·6 -:iznlz"'·.,."··<lJ~~ ii.~i'r't¥' ,·. ·· i '"'·1·0·0•• ··s 1::1:·slt"' '''"".tJ:l::"'~'?1:t.·.,:.·,,t;:.:,,.,~·-•·t;~ ..:;;,t7J,,_,,•ii1'\',j~i"·;'·'::..,>";/t',!~·;,.•y-/ ""',11':r •• ·-·,@-,., ·M:r¥:t'£::1kt · , . ~1 l I .; I ,.I XAA.~M/4\A.~MMA.A/k,,UAAIAA/l.JMAA#.-..~~AMIAX ~. E . rf.: ,·:, ~.r '-I., ~ • .. .t,. <A-,1 •~ fl ~tl.,.~\f'"'IN,W ,/ •C( 3 illtritftnt.tt n t WrnqJuttqJ f~:'.~"'t i ~ CI "f"\ r <' r· , .... ,\\ lr'l> = s·..., ,,,."'!, A D 1.-·: ti:-J', · ~ ~ ;i-,. ' i'-~"' ll · i}~ t . -~~ J ~ ~ I lJ ~ .,_,r~\ If~. L :.0 .~ . · i ,· ':!"· ,J) ·> ~ 3 This Certificate issued.pursuant to the requirements of Section 306 ,~,, E ~ ·of. the Uni~orm Buildi_ng C~de certi~ies that at. the time of issua~ce ~ ~-this structure complies with applicable otd1nances of the City ~ j ~egulating building co·nstruction use. t ~ ?; j Use Classification Crnmerd ~, (PayJ ess Market) Bldg. PermiiN~. 76-3218 > ~ Group ~-2 Tyj>'e Constru<ltion V-N Fire Zone ·2 Use Zone C-1 ~ Occupant Load ·:· ··· ~ ~ Owner of Buildin~tit· Anita. Dev,eloi;uent · · "-.c\ddress 363 San Miguel l . . t ~ "i(. J'' ·, ~ ~ ! ,.,.: • • • . • . ., ;_ ~T ____ _,_.L_ -r-..L\:.. _,_ ~, .! .J::/'f P' ~ R,.;l,J;ftn A,U •• .r •._?l:i10 ~1 rr1n11nn lff:>a1 ~ I •~nla .. l~Wµv ~ ~ ________________________ Dote -~-- ~ , NOT~: Alteration1,.change1, additions ar chan'gH of occupancy nullifiH this certificate. ~ ' (Post In conspicuous place) )(WY"WW M M M ~ M M f;, I• I ''. l --·----.... ·-· ·-~---------~ . -· \, , . ...... 'ii ' _ .. .. • ' ..... ~ ~ ~·-. V~ i+.-;;:.; }-··-~ rr: , ,• 1_ ";_:·. U I ·,-,.:i.,_q '·· ... 1 .. . ., ! •1 --. I APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM CITY OF CARLSBAD ENGINEERING DEPARTMENT 729-1181 EXT.35 FOR APPLICANT TO FILL IN BUILDING ADDRESS OWNER .. -' . ~;' ,·1 . . . .... t , t. • I ~ " -,_ } .' l r: r / ,. ,r.--,,,,,· ,..-.-·-,;.. , .. ~ .. ,., ,.. _, ';.. .... :::.~- MAILING ADDRESS CONTRACTOR CONTRACTOR'S ADDRESS NEW BUILDING LEGAL DESCRIPTION I ' ,. l'lEMARKS: ti I r:'\ \:.I,./ I LATERAL NO. -· •-' I EXISTING BUILDING I } l, ' ~·-~. , .. , I,/ .. ,_,,,,,.,~ / · .. ,'. / . ,_l,_..,,..,,._. ··/· _,' -· ,' ·l /,'.•.,i. ... ' ;.,/' ., LATERAL LOCATION ._ ....... ,:.~ . ,,•iJ I ...,: -,_,: , . ' ,':... /'}/ (/) I' ~ \.,..,/ ST. I INSTALLATION DATE N\l SE 1825 .. BUt·LDING DEP.T, . . ISSUED BY --'-'-'. ;_;.."-;·1_'_,,"~c...;..:.::~;_:...=,.:___,.-'·"jc.:..,..,,_·/....,_-,_1 ..,.,_"_,· •. _---' ___ _._··_·...;.· __ _ DATE ISSUED _ __,__,_l-'-·-·, ..c:_7"-"-. -~~-~'---_. {"'"::._,_·, ------"--,--- VALIDATION LATERAL CHARGE COMPUTATION STANDARD 4" (Max. H, 30', -V. 10')~-------,.......~~ OVER 30' H. @ FT:~.......,.~--'------ OVER 10' V. ___ @ ___ FT._-~----'-.......,._·· _____ _ ,; STANDARD 6" (Max. H. 30', V. 10'·)__,-------,---~ OVER 30' H. ___ @,~---FT. ______ '·-----,-- OVER 10'V. @ ... 'FT--------~-- TOTAL CONSTRUCTION COST:-·-'---~--'----- SERVICE CHARGE (REPAVING ETC,),-.-.---~----~ TOTALLATERALCHAR~E~------~-~ LINE cos:r OATA ASSESSMENT DIST. NO,------------~- FRONTAGE ____ COST PER FT·--""-'-' TOTAL--,---.,- .' OTHER-----------~-----·~--~·~·-- CONNECTION FEE . .. 5" i --·· .. - NO. UNITS COST PER UNIT ·. TOTAL PUMP STATION FEES NO,. UN1TS COST PER UNIT· TOTAL· TOTAL CHARGES (LATERAL ETC.)_,__ _______ _ REQUE.ST FOR INSPECTION TIME ____ _ Ins;;zr ····---~ ~$.',~-----------Date _G:~-:Z/ Lot Number~ r . B(JfL.DING PL.LIMBING EL.ECTRICAL. MISCEL.L.AN EOUS . r lnsulat'ion ................. tJ .................................. 0 ................................ O Plenum & Ducts ....... O Drywall .................... O Gas ............................ 0 Pool Bonding .......... O .Porch ........................ O Fdn. Forms .............. D Water Heater ............ D Temp Pole .............. D Patio ........................ D Steel ........................ O Sewer ................ O ................... D Driveway .................. O Sheathing ................ O Undergrnd. Plbg ....... D Underground .......... O Sign .......................... O Lath .......................... O Undergrnd. Water .... p Ceil Heat .............. D Wall .......................... O Frame ...................... O Rough ...................... D Rough .................... O Fence ...................... D Final ........................ O Final ........................ 0 Final ...................... O Grading .................... D Ready for Inspection -~ Mon., Tues., Wed., Thurs., Fri. Special. Instructions --.....•.......... P:/V"cTl,,«k .......... ~ ........................... . ....... s~.-..a ... ? <:_··························-·················.-.. · ....... !,_· ....................................................... . Requested by. •.... /.£.z.f.::. .. e ... ~.q.· . Phone number •.•. ·.············----J-.................. Person Taking Report: ·······-- p PROFESSIOi\JAL REGISTERED INSPECTIONS, INC. PHONE 292-0660 . , 7B95 convoy court, san drego, cai1fornia 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 1909 . J9B ______ Pa_y_l_e_s_s_D_r_ug_s_t_o_r_e _______ __,, __________________ _ ADDRESS ____ C_a_r_l_s_ba_d_S_h_o~p.;...p_i n-'g"--C_e_n_t_e_r'-,. _C_a_r_l_s_ba_~d_ PHONE ______________ _ OWNER ___ --'-__ P_a~y_le_s_s_D_r_u=g_st_o_r_e_s ____ -___ CONTRACTOR __ .....;E_._W_._H_a_h_n~,_ln_c_. ___ _ CLIENT---' ____ E_._w_._Ha_h_o_,,;__l_n_c_. ---------ENGINEER ____ s _. _P_. ___ G __ • _a--n--d_A_. ___ _ ARCHITECT __________________ BLDG. AUTH. ----------'----- . INSPECTOR ___ ~---------------PERMIT NO. ____ PLAN FILE ____ _ FIELD SAMPLE OF: Concrete Li..OCATION OF SPECIMEI\J IN JOB OR STRUCTURE: Slab 3-L MIX NO. MADE BY PROPORTIONS RECEIVED SLUMP ADMIXTURE DEC 3 0 1976 DATE MADE TYPE OF CEMENT 11 DATE RECEIVED CITY OF CARLSBAD CONC. Sl,JPPLIER Building D2'a.1,~e.,1:3t SOURCE OF ROCK TICKET NO. ... ~4~ INSPECTOR SIGN ,,. ,41.;-,,-.,. AGE TESTED DAYS LABORATORY TEST DATA 7 DAYS SPECIMEN MARKINGS 20015 DATE TESTED 12/27/76 AREA-: SO. !N. 28.28 ' ULTIMATE LOAD -LBS. 35000 ., U_NIT STRESS -PSI 1240 SPECIFIED STRENGTH. AT 28 DAYS PSI DISTRIBUTION: E. W. Hahn, Inc. Schoell, Geritz, Paul and Allard City of Carlsbad Contractor 12/20/76 12/24,/76 28 DAYS 20016 l/17/76 28.28 2000 DAYS 20017 HOLD ___ d.b~~I ENGINEER ~..L.---- ·- PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 292-0660 -----• 7895 convoy court, san d1ego, cailfornia 92111 INSPECTIONS • TESTING • ENGINEERING -~ . . .... ,. .... ... TEST REPORT JOB NO. 1909 \ Pay]ess Drugstores JOB ____ -==,----------'--------------------------, ... ,.,.~ ..... -!!'_.,.,.._. ADDRESS ____ Ca_r_l_s_b_a_d_Sh_o_p_p_i_n_g_C_e_n_t_e_r _____ PHONE ______________ _ OWNER-___ P_a~y_l_e_s_s_D_r_u~g_s_t_o_re_s ________ coNTRACTOR ___ E_._w_._H_a_hn_,_l_n_c_. ___ _ CU ENT _____ E_. _W_. _H_a_h_n_, _I n_c_. _________ ENGi NEER ____ S_,_P_,_G_a_n_d_A _____ _ City of Carlsbad ARCHITECT __________________ BLDG. AUTH. ____________ _ INSPECTOR _________________ _ PERMIT NO: _______ PLAN_~l.L...-.. -,.---- FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE: ~-~,.,...,........ Contractor MIX. NO. ___________________ MADE BY _____________ _ PROPORTIONS ________ .....,.........,_~-~o~------SLUMP __ -'----'----------- c ~ \\I~ 11/5/76 ADMIXTURE..,...,--"'-· ,_ ... ~.,.._~ ... ~-.-c.-~·'----------DATE MADE ____________ _ TYPE OF CEMENT __ ~----.....-1··1_'1+..~~J..;:;.u ______ DATE RECEIVED __ 1_1/_l_0_/7_6 ______ _ \J _\. { I ~G .. aM°' CONC. SUPPLIER ----------::-.........,,....,5-.r\7_..o~·v _____ SOURCE OF ROCK -----------t cf\S<c n\ TICKET NO. -----+C-4.'.HA ...... i._,_,~........,..'-+S)we1.w¢\-t,_\ro-'-e _____ INSPECTOR SIGN-------------- £,U\- LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS SPECIMEN MARKINGS 19870 DATE TESTED H/12/76 '. AREA -SO. IN. 28.28 ULTIMATE LOAD -LBS. 53000 UNIT STRESS -PSI 1875 SPECIFIED STRENGTH - AT 28 DAYS PSI DISTRIBUTION: E. W. Hahn, Inc. Schoell, Geritz, Paul and Allard City of Carlsbad -------- DAYS 28 DAYS DAYS 19871 19872 12/3/76 HOLD 28.28 2QQQ RECEIVED NOV l 7 1976 CITY OF CARLSBAD Building. Dep~nt .,/ -4,L _¼Z, _ · ENGINEER -~'1~_ PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 292-0660 '7B95 convoy court, san d,ego, ca;,for~,a 921l E c E Iv bD INSPECTIONS • TESTING • ENGINEERING · ---2 41i~;:,.P:/'? . JAN -0·1.Jef I' 1909 TEST REPORTOITY OF CARLSS~{bNO. Building Department J9B ______ Pa_y~l_e_s_s~ __ D_ru_g~s_t_o_r_e ____________________________ _ ADDRESS Carlsbad Shopping Center, Carlsbad PHONE --------------- OWNER ____ ._P_ay,__le_s_s_D_r_u~gs_t_o_r_e_s ________ CONTRACTOR ___ E_._w_._H_a_h_n~'~·-'·n_c_. ___ _ CLIENT _____ E_._w_. _H'-. a_h_n....:,_l_n_c_. ----~----ENGINEER ____ s_._P_._G_. _a_n_d-'---A_. ___ _ .ARCHITECT ____________________ BLDG. AUTH. ____________ _ .. INSPECTOR-------------------PERMIT NO. _. ____ PLAN FILE ____ _ FiELD LOCATION OF SPECIMEN SAMPLE OF: Concrete IN JOB OR STRUCTURE: slab on grade MiX NO. ____ . ___________________ MADE BY ----C_o_n_t_r_ac_t_o_r ______ _ PROPORTIONS __________________ SLUMP _______________ _ ADMIXTURE __________________ DATE MADE · 1/13/77 TYPE OF CEMENT ____________________ DATE RECEIVED _1;.;./_1 __ 7.;../7-'-'7'--------- CONC. SUPPLIER ----'-------'------------SOURCE OF ROCK __________ _ TICKET NO. _________________ _ INSPECTOR SIGN ___________ ._ LABORATORY TEST DATA AGE TESTED DAYS 70AYS SPECIMEN MARKINGS 20089 ~ DAT!;: T~STED 1/20/77 AREA -SO. IN. 28.28 UL Tl MATE LOAD. -LBS. 58000 UNIT STRESS -PSI 2050 SPECIFIED STREl')JGTH AT 28 DAYS PSI DISTRIBUTION: E.W. Hahn, Inc. Schoel 1, Geritz, Paul .and Al lard City of Carls~ad DAYS· 28 DAYS 20090 2/10/77 28·.28 2200 .-,--.-, -----------.·• -----" --:--~, .... :,_ ' : .. -... ~,. --. -:--.. · DAYS. 20091 HOLD PROFESSIONAL REGISTERED INSPECTIONS, INC. 7895 convoy court, san d1ego, cai1fornia 92111 INSPECTIONS • TESTtNG • ENGINEERING TEST REPORT PHONE 292-0660 JOB NO. 1909 J9B ______ Pa~y'-l_e_s_s~·_D_rl~1g~s_t_o_r_e _____________________ ~----- ADDRESS Carlsbad Shopping Center, Carlsbad PHONE ______________ _ OWNER_· ____ P_a~y_le_s_s_D_r_u~gs_t~p_r_e_s __________ CONTRACTOR ___ E_._W_._H_a_h_n~,_l.n_c_. ___ _ CLIENT _____ E_._w_._H_a_h_n~,_l_nc_. ---------ENGINEER ____ s_. _P_._G_._a_n_d_A_. ___ _ ARCHITECT _________________ _ BLDG. AUTH. ____________ _ . INSPECTOR------------~------PERMIT NO. .-,e "":::--flAN FI LE ----- FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE: MIX NO. ______________________ MADE BY ____ C_o_n_t_ra_c_t_o_r _____ _ PROPORTIONS _________________ ~ _______ SLUMP _______________ _ ADMIXTURE __________________ DATE MADE ___ 1_/~19'-/..c.7....;_7 __ '---___ _ TYPE OF CEMENT ___________________ DATE RECEIVED __ 1_/_2_4_/_77 _______ _ CONC. SUPPLIER --------------------------SOURCE OF ROCK -----,.,------- TICKET NO. _________________ _ INSPECTOR SIGN ___________ _ LABORATORY TEST DATA . AGE TESTED DAYS 7 DAYS SPECIMEN MARKINGS 20149 • DATE TESTED l/26/77 AREA -SO. IN. 28.28 ULTIMATE LOAD -LBS. 64000 UNIT STRESS -PSI 2260 SPECIFIED STRENGTH AT 28 DAYS PSI DISTRIBUTION: E. W. H-3hn, Inc. Schoell, Geritz, Paul and A11ard City of Carlsbad DAYS 28 DAYS DAYS 20150 20151 2/16/77 HOLD 28.28 88000 311 0 ~A'£ 2QQO. l~E t;EIV ED · fH181977 ~ CITY OF CARLSBAD Building Department / 0 ! . . /}~Cf__ ·~R'~~...M<.-.-. ...;._-~.-. ---- .. PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 292-0660 7895 convoy coyrt, san d1eg9, cai1forn1a 92111 INSPECTIONS • TESTING •· ENGINEERING TEST REPORT J,O8 NO. 1909 J9B ______ Pa_y~l_e_s_s_D_r_ug~s_t_o_r_e ________ -_________________ _ ADDRESS ____ C ___ a_r_l_s_ba_d_S_h_o.:-p.c..p_i n....:g=--C_e_n_t_e_r"--, _C_a_r_l_s_ba_d_ PHONE ______________ _ OWNER _____ P_a~y_le_s_s_D_r_u=gs_t_o_r_e_s __________ CONTRACTOR ______ _ E. w. Hahn, Inc. CLIENT _____ E_._w_._Ha_h_nc..;:· 'c...-_l_n_c_. -----------ENGINEER--------------s. P. G. and A. ARCHITECT _________________ _ BLDG. AUTH. ____________ _ . INSPECTOR----------------------PERMIT NO. _·_. ___ PLAN FILE -----'--- FIELD SAMPLE; OF: Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE: slab on grade MIX NO. -----'----------J~s::,,_-'lc--\~ ____ MADE BY _____ C_o_n_t_ra_c_t_o ___ r _____ _ \\ll--"'-' PROPORTIONS_-,------~~•c...:._~,._,....::.. ________ SLUMP -------'----------'--- ADMIXTURE-----~----'-· -cr-·Du.-7"""'\J..__ ____ DATE MADE ___ 1_/_2_1/-'7-'-7 ______ _ i l) I_"::, TYPE OF CEMENT _____ ____.\-_t~_1c> ___ ....,S~~..,_~,_D ___ DATE RECEIVED __ 1/_2_4_/.:....77=---'------ C,~~ ~\\\ CONG. SUPPLIER ----~--o(!:;;.3.J.__.,_QX.;__="""n"""'l.'\!..C\\\\ _____ SOURCE OF ROCK C,\ \' .\~ 0 \)eiy'-1 n,,,~u\~'i:>. . TICKET NO. __________ ..... ~._u __ ..;.._ _____ . ___ _ INSPECTOR SIGN ___________ _ LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS SPECIMEN MARKINGS 2.0155 DATE TESTED 1/28/77 AREA -SO. IN. 28.28 ULTIMATE LOAD -LBS. 63000 UNIT STRESS -PSI 2230 SPECIFIED STRENGTH AT 28 !JAYS -PSI DISTRIBUTION: E. W. Hahn, Inc. Schoe11, Geritz, Pa~l and Allard City of Carlsbad DAYS 28 DAYS DAYS 20156 20157 2/18/77 HOLD 28.28 . 94000 ~ !}Ii'\ 3320 · 2000 I ! PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 292-0660 -----""1 7895 canvpy coL,Jrt, san d,ego. cai1fornia 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 1909 J9B ______ Pa~y_l_e_s_s_D_ru~g=-s_t_o_r_e __________________________ _ ADDRESS ____ C_a_r_l s_b_a_d_S_h_o.:,..p=-p_i n....::g;._C_e_n_t_e_r =-' _C_a_r_l_s_ba_d_ PHONE __,, _____________ _ OWNE,R _____ P_a"-y_l e_s_s_D_r_u.:;..g_st_o_r_e_s ________ CONTRACTOR ___ E_ • ....::w_._H_a_h_n"-, _. l_n_c_. ___ _ CLIENT _____ E_._w_._Ha_h_n __ ,_,_n_c_. --------------ENGINEER ____ s_._P_._G_. _a_n_d_A_. ___ _ 'ARCHITECT ------------------BLDG. AUTH. ____________ _ . INSPECTOR PERMIT NO. ·._ PLAN FILE ____ _ FIELD SAMPLE OF: Concrete ....... LOCATION OF SPECIMEN / --\, IN JOB OR STRUCTURE: ( s 1 ab on grade \ MIX NO. MADE~ Contractor) --------------------,~, .· PROPORTIOJ\!S_....;,_ ________________ SLUMP _________ --.:.. ____ _ ADMIXTURE __________ __,..-------DATE MADE 1/13/77 iYPE OF CEMENT __________________ DATE RECEIVED _1...;./_1_,_7=-/7....,7'--______ _ CONG. SUPPLIER -----------------SOURCE OF ROCK -------~--- TICKET NO. _________________ _ INSPECTOR SIGN ---~-------- LABORATORY TEST DATA ' AGE TESTED DAYS SPECIMEN MARKINGS DATE TESTED AREA-SO. IN: ULTIMATE LOAD -LBS. UNIT STRESS -PSI SPECIFIED STRENGTH AT 28 DAYS PSI DISTRIBUTION: E~ W. Hahn, Inc. Schoell, Geritz, Paul City of Carlsbad 7 DAYS DAYS 28 DAYS 20089 20090 J/20./77 2/10/77 28.28 28· •. 28- 58000 84000 2050 t:}///( 2<370' 2500 and Allard RECEIVED t:f.. FEB 1_4·1877 . . CITY-OF CARLSB--AQ,~ di B ./d' I EER -w mg Department · : ..... -- DAYS 20091 MOLD PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 292-0660 __ __. ,7B;35 convoy court, san d,ego, cai,forn,a 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 1909 J9s ______ Pa_y_l_e_s_s_D_ru_g_s_t_o_r_e ___________________________ _ ADDRESS Carlsbad Shopping Center, Carlsbad PHONE ______________ _ OWNER~-____ P_ay-le_s_s_D_r_u~gs_t_o_r_e_s-,-_______ CONTRACTOR ___ E_._w_._l·_la_h_n~,_ln_c_. ___ _ CLIENT _____ E_._w_. _H_a_h_n-",_l_n_c_. ----------ENGINEER ____ s_._P_._G_. _a_n_d_A_. ___ _ ARCHITECT--------------------BLDG. AUTH. ____________ _ . INSPECTOR __________________ _ PERMIT ·No. ---==-,---PLAN FILE ____ _ ---· FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN ~ J )~ IN JOB OR STRUCTURE: \,.__ Footings ---------MIX NO. -------:-=::--;:~-,_,.....__,.~ ...... ~F""llr-------MADE BY ____ co_n_t_r_a_c_t_o_r _____ _ R ECEIVED PROPORTIONS _________________ ---____ SLUMP ______________ _ ADMIXTURE _____ -+'¼N-HO..Jf-V-42'J-l31.1'-+19,.,µ7w.6"'-. -----DATE MADE ___ l_l/_l_l/_7_6 _____ _ 11/15/76 TYPE oF cEMENT __ ......,.0 ..... 1_r-v---r-,F-c-.A..-RH-t .... s-s-A-o-----DATE RECEIVED _________ _ . coNc. suPPu~R ----1,B,H,u~ll4,l-dll-Mn-b-g ..... :·, .... ·o""'pa=r=tm.:.:.,e=m;;:..l~-=...__ __ souRcE oF RocK --'------------ TICKET NO. --------'l'-"-l-__ }_--_-."-'f/2.....,,,:1'---_ __,.,_< ____ INSPECTOR SIGN __________ _ LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 19881 19882 19883 ;, DATE TESTED 11/18/76 12/9/76 HOLD AREA -SO. IN. 28.28 28.28 UL Tl MATE LOAD -LBS. 39500 UNIT STRESS -PSI 1395 SPECIFIED STRENGTH AT 28 DAYS -PSI 2000 I DISTRIBUTION: E. W. Hahn, Inc. . I Schoell, Geritz, Paul and Allard City of Carlsbad ENGINEER . 7 PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 292-0660 ----1111 ?.895 convoy court, san d,ego, cairforn,a 92111 INSPECTIONS • TESTiNG. • ENGINEERING TEST REPORT JOB NO. 1909 . J9B ______ Pa_y_J_e_s_s_D_ru_g_s_t_o_r_e ________________ --,-_________ _ ADDRESS Carlsbad Shopping Center, Carlsbad PHONE ______________ _ OWNER ____ · _P_ay~ __ le_s_s_D_r_u~gs_t_o_r_e_s ________ CONTRACT0 R ___ E_._W_._H_a_h_n __ ,_ln_c_. ___ _ CLIENT _____ E_._W_._H_a_h_n""'",_l_n_c_. _________ ENGINEER .... -____ S_. _P_._G_._a_n_d_A_. ___ _ ARCHITECT ------------------ . INSPECTOR BLDG. AUTH. ____________ _ FIELD SAMPLE OF: Concrete PERMIT NO. _. ___ PLAN FILE LOCATION OF SPECIMEN IN JOB OR STRUCTURE: slab on grade MIX NO. -----------------------'----MADE BY ________ C_o_n_t_ra_c_t_o_r _____ _ PROPORTIONS ___________ _.,.R ....... E--'C~E---11--JV ...... -__ E ___ Dl<--__ SLUMP ----------- / ADMIXTURE ..... ---·--"------------------DATE MADE ____ 1/_2_1_/_7_7 ______ _ FEB 11977 . TYPE OF CEMENT ____ ,---___________ DATE RECEIVED __ 1_/_24_/_7_7 ______ _ TICKET NO. AGE TESTED DAYS 7 DAYS SPECiMEN MARKINGS 20155 DATE TESTED 1/28/77 AREA-:-$0. IN. 28.28 ULTIMATE LOAD -LBS. 63000 UNIT STRESS·_ PSI .. .. 2230 SPECIFIED STRENGTH AT 28_ DAYS-: PSI .. . . .. DISTRIBUTION: E. W. Hahn, Inc. Schoell, Geritz, Paul and Allard ·Cit~ of Carlsbad- ' ...... - . INSPECTOR SIGN ___________ _ . DAYS 28 DAYS . DAYS 20156 20157 2/18/77 HOLD 28.28 2000 -... PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 292-0660 ___ .,. ,7895 convoy court. san d1ego, cai1forn,a 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 1909 J9B ______ P_a~y_l_e_s_s_D_r_u~g~s_t_o_r_e _________ -'-------------------- ADDRESS Carlsbad Shopping Center, Carlsbad PHONE------~--------- OWNER_---,-___ P_a~y_l_e_s_s_D_r_u~g~s_t_p_r_e_s ________ CONTRACTOR ___ E_._W_._H_a_h_n~,_l_n_c_. ___ _ . CLIENT _____ . _E_. _W_._H_a_h_n...:.., _I n_c_. __________ ENGi NEER ____ S_. _P_. _G_._a_n_d_A_. ___ _ ARCHITECT __________________ _ BLDG. AUTH. ---------'------- . INSPECTOR------------~~--------PERMIT NO. ____ PLAN FILE ____ _ FIELD SAMPLE OF: Concrete ., . LOCATION OF SPECIMEN slab on grade ~· -.. i:.:.,. C ':: i' ~-'' i · . MADE BY ____ C_o_n_t_r_a_c_t_o_r _____ _ ~ J/ /J'Tn,.;;; ,J SLUMP ____________ _ ~ty-·.~!-IN JOB OR STRUCTURE: MIX NO. PROPORTIONS ADMIXTURE Cfty r.i. 0 '' oAtE MADE 1119177 TYPE oF cEMENT_~··..;...1_-1 _· __ B_u_ili....;.:<1, ...... ~,,,.:...,.i;+#i. ..... _=, _s_·--=-/: ..... : .. ..,.1 ___ DATE REcE1vED __ 1_1_24_/....;..7..;...7 _______ . tl'-epa~ t. CONC. SUPPLIER---------------,""""'....__ ____ SOURCE OF ROCK----------------- TICKET NO. -------------------INSPECTOR SIGN ---~-------- LABORATORY TEST DATA ·. AGE TESTED DAYS 7 DAYS SPECIMEN MARKINGS 20149 0 DATE TESTED 1/26/77 AREA -SO. IN. 28.28 ULTIMATE LOAD -LBS. 64000 UNIT STRESS -PSI 2260 SPECIFIED STRENGTH AT 28 DAYS PSI QISTRIBUTION: E. W. Hahn, Inc. Schoell, Geritz, Paul and Allard City of Carlsbad DAYS 28 DAYS DAYS 20150 20151 2/1.6/77 HOLD 28.28 2QQO ~;;,-.: . ··- \ 1 \ ~\' \ . PROFESSIONAL REGISTE,RED INSPECTIONS, INC. . r'!'\' ~02-0660 ------a :7895 convoy co~rt, san d1ego, caitforn,a S~'E C w;;.. \I''"*' INSPECTIONS ~ TESTING • ENGINEERING J~~\ 1 \'.)·_ 'l,(;ij"t TEST REPORT ~J~t~~if'Jo. l909 Pay) ess Drugs to_ re \3u\\c\\n2, ve9at J9B-------=------=------~------------------------- ADDRESS ____ C_a_r_1_sb_a_d_S_h_o~p~p_in....:g:;_C_e_n_t_e_r~,_C_a_r_l_s~ba_d_ PHONE ______________ _ OWNER _____ P_ay~le_s_s_D_r_u=gs_t_o_r_e~s ________ CONTRACTOR ___ E_._W-,-._H_a_h_n~,_ln_c_. ___ _ CLIENT _____ E_._w_._Ha_h_n....:,_l_n_c_. -----------ENGINEER ____ s_. _P_._G_._a_n_d_A_. ___ _ ARCHITECT------------------BLDG. AUTH. ------------- . INSPECTOR PERMIT NO. ____ PLAN FILE ____ _ FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE: Slab 3-L Mix No Contractor .. _-. ~-------------------MADE BY-------------- PROPORTIONS ______________________ SLUMP ______________ _ ADMIXTURE ____________________ DATE MADE ___ 1_2_/_20_/_7_6 _______ _ TYPE OF CEMENT_I_I _________________ DATE RECEIVED _1_2_/_24_/_7_6 _______ _ CONC. SUPPLIER _________________ SOURCE OF ROCK TICKET NO. _________________ _ INSPECTOR SIGN ---'---------- LABORATORY TEST DATA .AGE TESTED DAYS 7DAYS SPECIMEN MARKINGS 20015 DATE TEST!=D 1'l /'>"7 /"'' •"-"-I JU AREA-SQ. IN; 28.28 ULTIMATE LOAD -LBS. 35000 ,, UNIT STRESS -PSI 1240 SPECIFIED STRENGTH AT 28 DAYS PSI DISTRIBUTION: E.W. Hahn, ·fnc. Schoell, Geritz, Pau] and Allard City of Carlsbad DAYS 28 DAYS DAYS --~~~~ ' .. , 20016 -20017 ~t.,:-_~··1'. --~--~ 1/17/76 HOLD 28.28 69000 A /J,f K. 2440 · 2000 .dd/~~ !. __ _ ENGINEER · ~ :_ \' \ \ ,,.,..,......-~ .. ~ -.... -, ··----- ,· ; PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 292-0660 INSPECTIONS • TESTtNG • ENGINEERING TEST REPORT JOB NO. 1909 J9B P~yless Drugstore ADDRESS Carlsbad Shopping Center, Carlsbad OWNER _____ P_a~y_le_s_s_D_r_u~gs_t_o_r_e_s ________ CONTRACTOR ___ E_._W_._H_a_h_n~,_ln_c_. ___ _ CLIENT ____ E_._w_. _Ha_h_n-"':,_· _l_n_c_. ---------ENGi NEER ____ s _. _P_._G_. ~a_n_d_-_A_. ___ _ ARCHITECT ------------'-------BLDG. AUTH. ____________ _ . INSPECTOR FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN !N JOB OR STRUCTURE: MIX NO. ____________________ MADEBY ____ co_n_t_r_a_c_t_o_r _____ _ PROPORTIONS ____________________ SLUMP ______________ _ ADMIXTURE __________________ DATE MADE ___ l _l /_l_l_/_7_G ______ _ TYPE OF CEMENT --'--------------'------DATE RECEIVED __ l _l /_l_5_f_7_P ___ ~------ . CONC. SUPPLIER -----------------SOURCE OF ROCK ----------------- TICKET NO. INSPECTOR SIGN __________ _ LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS SPECIMEN MARKINGS 19881 () !)ATE TESTED 11/18/76 -·-- AREA-SO. IN. 28.28 ULTIMATE LOAD -LBS. 39500 UNIT STRESS -PSI 1395 SPECIFIED STRENGTH AT 28 DAYS -PSI DISTRIBUTION: E. W. Hahn, Inc. Schoell, Geritz, Paul and Allard City of Carlsbad DAYS . ,, 28 DAYS 19882 12/9/76 28.28 71000 . ,, _/f/{i( 2510 2000 ·du/// ENGINEER .4 DAYS 19883 HOLD l;:, .. ,. - - PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 292-0660 __ ....,. 7B95 convoy_ court, san d1ego, cai1fornia 92111 · ... INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 1909· Jo Payless Drugstores B-----'-----~-------------------------------- ADDRESS ____ c_a_r _1 s_b_a_d_S_ho_p_p_i_n_g_Ce_n_t_e_r _____ PHONE --------------- OWNER _____ Pa~y~l_e_s_s_Dr_u~g~s_t_o_r_es ________ CONTRACTOR ___ E_._W_._H_a_hn_,_l_n_c_. ___ _ CLI ENT _____ E_._w_. _H_a_h_n_, _I n_c_. _________ ENGi NEER ____ s_,_P_,_G_a_n_d_A _____ _ ARCHITECT------------------!3LDG. AUTH. ___ c_i_ty_o_f_Ca_r_l_s_b_a_d ___ _ INSPECTOR __________________ PERMIT NO. -----'---Pt.:AN FILE ____ _ FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE: MIX NO. -----------..f-'~~"~-------MADE BY ____ c_o_nt_r_a_c_t_o_r ___ '----- PROPORTIONS _______ ~---~ ..... 4 __________ SLUMP ___ --'~---------- ADMIXTURE -"--------i'=?---'"l'--"} __ -----1i.-:-~->-~-x,-.,,...v,S}~---DATE MADE ___ 1_1_/5_/_7_6 ______ _ d.~> ~ ~ C;;~~~ TYPE OF CEMENT __ -V ____ ___,......,<.,,..'->_~_$_.lV,_,~..,.~-----DATE RECEIVED __ l_l/_1_0_/_76 ______ ..__ ~v C,~?J= CONC. Sl:JPPLIER _______ ..,......(5~~...;........<:,---'--~~------SOURCE OF ROCK __________ ____ ~4.. ·~~% TICKET NO. ________ C_}~¢1.>,~.,...~~--------INSPECTOR SIGN ___________ _ LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS SPECIMEN MARKINGS 19870 QATE TES'rED 11/12/76 AREA -SQ. IN. 28.28 ULTIMATE LOAD -LBS, 53000 UNIT STRESS -PSI 1875 SPECIFIED STRENGTH AT 2:8 DAYS -PSI DISTRIBUTION: E. W. Hahn, Inc. Schoell, Geritz, Paul and Allard t/. City of Carlsbad l ~ ·. •. 28 DAYS DAYS 19871 19872 12/3/76 HOLD 28.28 69000 A ~,,f/C, 2440 -20QQ ENGINEER / -::lass of r1ork ~b-rnntractor -. Name & Address - i~ - rz .,,,..., -,coustic Tile - 3oiler, r~7a ter Heating -::abinet: & Mill Work , -:arpentry -rough :arpentry -finish :ement & Concrete >rywall :lastazel :lectrical ~levator Installation /) J /\ ,' \ (Trenching,paving) '~~/.._ _.,( --<-~P 5 1 .... .-( { ..),,'cf-c.....r.._..,.,,'-':' _j( ' ~ ·xcavating, gradinc,. 5 -~ (i Al ·r/,, //_,-~,, -4 ._ ...... __ /;,..,,., ,.;-2_.{_' ·2, '> .J ,, 'looring, wood ~ ,. carpetinc,. , 'ire Protect.Engr. ormica araqe doors 1 lazing r-,r i ~ J~ .,.z-.---C_ .. ----~· tj.;5-1 eating, Ai.r Cond. t J//1 f ~ --1.1 A l I~ 7""fi_J A ~ \../ -' , . . ( J nsulating --~ . <;" -. /1' .r ~ '·:.r \ ,;b._ -~C .:.,----1,c<· r"~ -t-1<_ andscaping f"u/-?../ n .-"'..h __;.. ~ ..... -"l-.. -~/ D-f ~ £----.-'i'Li.t::: • (1-, q'.>,~--c;(/ j athing uminous ceilings ' ,,, ~ ·;t C,v{-< \ --;,; / / .:.,( ,!,,. -i \ (, I /J ~-.;~ asonru / '2. L </. .. <J../{,;,L l,; (' ~-,__) I'~ :·-J--r1 /-r1 ./ '/ ,_ /, . irro:rs, shower doors -'·),!., f.1 .r7.A ~ ,.. ,, , . ;.{ r-.J;u) /J.(/. ]-/ -~-/,;-fii;~t ..... ,,:~ ainting //?.. '2, "'2,_Ci ,_:;Ir.'--,_ ~; I. ;.-f ,-:/c, le.:~<~<:,· (?;-{ . , , I lastering 4 c· £:t,{. rJ. . .,_ ~ ·r--(_ .{ /'j;,I J' _.,, ----~-. f,-, ~-. ,_. ; di\ lumbing ~-;:.,·'L._' ·½ ( . ( . (.. -r J ,J • 1.-~ tr ~/ . ullman tops . . oofing ) { ,'iVJ.J-<____,__. ,&-< /~ 'fc d.o-/(/'7-t/ z::;:.;;,,._.,..._.( _, . .,(," cl ? t~ ? .--'-, 0~ X<:-1...._. )Jll((,.,j heet Metal ',T J(.:. /V {:;: ' {) ----,-~>-:1-_..1.~ -1.:,:..1.~~ -"/ 2.c:·1--:;- teel, reinforcing & structual ile ---el ding ther . -- , [ -. Jurisdiction of c,,,,.rtl s Bl1J> ................................... . GENERAL PLAN CORRECTION LIST Based on 1973 Edition of the Uniform Building Code Owner i;;:f ,t,(~.;,, __________ 2:#'_,....z;;,~jl!"-~_ _ Plan ~Nd-/J/_valuation _____________ _ _________ _ J~b Address ······························.-································· Use ········~P"KIH~ll,,l'-t·r··································· City ............................................. <:................................ Type of ,J Occupancy F State .................................................... · ..... .................. Constructio~~············· Classification ....... ~.~ ... . Total Allowable Floor Area ................................ Sq. Ft. Fire Zone No ....... & ......... Stories ········-~················ Basis for Increase Floor Area: Floor (Max.) ..... ,,..,. .• 7 .............................. Sq. Ft. Floor (Total) ... J.f1.~~································ Sq. Ft. Occupant Load ........................................................... . Corrections checked below are to The approvc!I of plans and specificat plans before p\mit is issued. State Law. not permit the v~ation of any section , or other City Ordinance or 1. 2. 3. 4. 5. 6. 7. The total ·floor area is limited to ..................... . square feet. Sections 505 and 506. 8. Unobstructed yards of ..... , .............. feet should be maintained on .................................... sides of the building for area purposes. Section 506. 9. Provid!:l details to show that ............................. . Form 200.3 ·ho.ur area separation walls should comply with Section 505 (c). (a) Extend vertically from the foundation to a point 30 inches above the roof. (b) Total width of all openings limiteq to 25 per· cent of the wall length in the story under consideration. ire·resistive occupancy separation in conform· nee with Table No. 5·8 and Section 503 is required between e ( ............ ·hours) ( ............ ·hours) ( ............ -hours) 13. A room in wh h a water closet is located should be separate from food preparation or storage rooms by a tight·fitting door. TYPE OF CONSTRUCTION 14. Type V (1ll·N) (IV·N) buildings are not permitted in Fire Zone No. 1. Section 1602 (a). 15. Roof coverings should be fire retardant. Section 1603 (a) or 1704. Details or specifications complying with Section 3203 (e) are required. Sheet No. 1 of 6 Sheets 16. Exterior (court) walls within .................... feet of lines should be of ...... : ......... ·hour construction. Section .................... 03 (a). 17. Openings in exterior (court) Walls within ........... . feet of property lines should be protected with three·fourths·hour fire assemblies. Section .................... 03 (b). 18. Usable space under the first floor except in Group I (J) Occupancies should be enclosed as required in Section 1703. 19. Fire·resistive construction for structural frame elements in the exterior walls should comply with Footnote No. 1 of Table No. 17·A and Section ......................... See Section 1702 for clarification. 20. Building paper should be applied to exterior walls as specified in Section 1707 (a). 21. Enclosures for floor openings should comply with Table No. 17·A, Section 1706. Details should clearly indicate this. 22. Structural members carrying masonry -or con· crete walls in buildings over one story in heiglit should be protected with minimum one·hour fire protection. Section 1708. 23. Nonabsorbent finish and backing for toilet room walls and floor should conform with Section 1711 (a). 24. Shower stall walls should be finished with a hard, nonabsorbent surface to a height of 6 feet. Section 1711 (b). 25. Doors and panels of shower and bathtub en· closure should comply with Section 1711 (e) to (g). 26. Parapet walls not less than ................ inches in height are required. Section 1709. 27. Eave overhangs and similar architectural pro· jections should comply with Section 1710. 28. Projections beyond the exterior wall should con· form with the least restrictive of the following: (a) A point one·third the distance to the proper· ty line from an exterior wall. Section 504 (b). (b) A point one·third the distance from an as· sumed vertical plane located where fire· resistive protection of openings i!? first re· quired due to location of property. Section 504 (b). 29. Envelope ceilings should satisfy the following conditions [Section 4303 (b) 6.J: (a) Should not be used to provide fire protec· tion·beam and girders supporting more than one floor. (b) Columns should be individually fire pro· tected. (c) Duct and outlet openings are limited to 100 square inches in each 100 square feet of ceiling area and should be protected with approved fire dampers. (d) Electrical outlet boxes should be of steel and not greater than 16 square inches in area. 30. Gypsum board ceilings in conjunction with fire· resistive assemblies should be supported at intervals not exceeding 16 inches. Item 27, Table No. 43·C. 31. Wood stripping or suspended wood systems for gypsum board ceilings should be not less than 2-inch nominal thickness. Section 4704 (b). [Section 4_703 (b) for wall stripping.] 32. Final partition layouts and details should be sub- mitted prior to installation to justify compli- ance with occupancy, fire.resistive, structural, and exit requirements. 33. Justifying test data in conformance with Section 106 or an ICBO research recommendation is required for ...................................................... . 34. Rooms in which rubbish (linen) chutes terminate should be separated from the remainder of the building with a one·hour occupancy separation. Section 1706 (c). 35. Openings into rubbish and linen chutes should not be located in required exit corridors or stairways. Section 1706 (c). SPECIAL OCCUPANCY REQUIREMENTS Group B 8·3 Occupancies should be of one·hour fire· resistive construction if located in a basement or above the first story. Section 702 (b). Occupancies with an occupant load of 1000 ore should be in Type I, II, Ill one·hour, Ill Timber or IV one·hour buildings. The asse ly room should not be in a basement if it co ins this high occupant load. Section 702 (b). 38. The main ent ce should front directly upon or have a 20.foo ide access to a public way at least 201 feet in 'dth. Section 703. 39. 40. A One·Hour Fire·Resistive ccupancy Separation is required between the b ·Ier or central heat· ing plant and the rest of t building. Section 708. 41. Exterior openings for rooms cont 'ning a boiler or central heating plant should protected with three·fourths·hour fire·resistive semblies that are fixed, automatic, or self·clo · g if lo· cated belOIJ'v'. openings in another story if less than 10 feet from other doors or wind the same building. Section 708. Group C Atmospheric separations should comply Section 802 (b). e of rooms should be clarified. Note that r ms in Divisions 1 and 2 Occupancies used fo day care purposes and rooms used for kind arten, first, or second grade pupils and Divisio 3 Occupancies cannot be located above t first story .. Section 802 (c). 44. Special haza rooms should be separated from other portion of the building by not less than a One·Hour Fi ·Resistive Occupancy separa· tion. Section 80 d). 45. One required exit sho d front directly upon, or have a 20.foot wide a ess to, a public way at least 20 feet in width. tion 803 (a). 46. Sanit9ry facilities should be ance with Section 805. 47. Light and ventilation should comp 805. Sheet No. 2 of 6 Sheets 48. A One-Hour Fire-Resistive Occupancy Separation is required between the boiler or central heat- ing plant and the rest of the building. Section 808. 51. Group D Group D, Division 1 Occupancies should be of Type I or II construction unless complying with the Exception in Section 902 (b). p D, Division 2 (3) Occupancies should be of e-hour fire-resistive construction. Table No. - 52. A One-Hour Fire-Re · tive Occupancy Separation is required between boiler or central heat- ing plant and the rest he building. Section 908. 53. Exterior openings for rooms con · ing a boiler or central heating plant should protected with three-fourths-hour fire-resistive a emblies that are fixed, automatic, or self-cl · g if located below openings in another story if less than 10 feet from other doors or windo 56. in the same building. Section 908. Group F Motor vehicle service stations should be of non· combustible fire-retardant treated wood or one- hour fire-resistive construction. Section 1102 b). Sto e areas in excess of 1000 square feet in conn tion with wholesale or retail sales should be sep ted from the public areas by a One- Hour Fir esistive Occupancy Separation un- less the b ing is equipped throughout with an automatic -extinguishing system. Section 1102 (b). 57. Exhaust ventilation at or ne quired by Section 1105. 58. A One-Hour Fire-Resistive Occupa is required between a boiler roo heating plant and the rest of the buil tion 1108. Group H 59. A Group H Occupancy more than two stories in height or having more than 3000 square feet above the first story should be of one-hour fire-resistive construction throughout. Section 1302 (b). The following rooms should have window areas as specified in Section 1305 (a), one-half of hich is openable. 61. Mechanic ventilating system in bathrooms should pr ide five air changes per hour di- rectly to th utside. Section 1305 (a). 62. Windows from ---· ··-·-··-·····-······················ should not be considere as furnishing required light or ventilation since ey do not open to a yard, court, or street in ccordance with Section 1305 (a). 63. Courts bounded on four si be at least 10 feet in lengt For courts more than two stories in height, th required width should be increased by one fo and the re- quired length by 2 feet for eac additional story. Section 1306 (c). Every sleeping room: below the fourth floor should have at least one window or exterior or approved for emergency exit or rescue. S tion 1304. 65. , ..................................................... room should have t minimum ceiling height required in Section 1 7 (a). 66. ···········--·-···-··-·--·------·····-···-·----·-···-· room should have a minim superficial floor area of ··-··-·--··-·--··--· squa feet. Section 1307 (b). 67. Efficiency dwelling Section 1308. 68. A One-Hour Fire-Resistive Oc is required between a boiler heating plant and the rest o Section 1312. 69. Every dwelling unit and guest room sho comfort heating facilities as specified tion 1311. Group J Group J Division 1 Occupancies are limited to 0 (3000) square feet in floor area and one stor · height. Section 1502. 71. Garages sho not open directly into a room used for sleep, urposes. Section 1504. 72. An approved noncomb · le material or asphal- tic paving material is req · d for garage floor surfaces. Section 1504. EXIT REQUIREMENTS 73. An occupant load sign is required in classrooms, assembly areas, etc., having an occupant load of more than 50. Section 3301 (j). See ........... . 74. Conforming exits are required from the areas below as specified in Section 3302 (a). 75. Exits should have a minimum separation of one- half the maximum overall diagonal of the build· ing or area served. Section 3302 (c) .............. . 76. No point in the building should be more than 150 (200) feet from an exterior exit, horizontal exit, enclosed stairway, or exit passageway, measured in the direction of travel. Section 3302 (d). ·····-··············-···································-· 77. Exit door should swing in the direction of egress. Section 3303 (b). See doors ............... . 78. Double acting doors are not allowed where serv- ing a tributary occupant load of more than 100. Section 3303 (b). 79. Exit doors should be openable from the inside without the use of a key, special knowledge, or effort. Section 3303 (c). Note also that flush bolts or surface bolts are prohibited. 80. Exit doors should be a minimum size of 3' x 6'8" with a minimum door swing of 90 degrees. Section 3303 (d) .............................................. . 81. The net dimension (clear width) at doorways should be used in determining exit widths required by Section 3302 (b). Section 3303 (d). In consideration of door thicknesses, panic hardware, door swing, etc., the required exit widths have not been furnished. See dqor Sheet No. 3 of 6 Sheets 82.4i"'"A floor or landing not more than 1 inch below the threshold is required on each side of an exit door. Section 3303 (h). 83. Doors should not project more thc1n 7 inches in· to the required corridor width when fully opened or more than one-half into the required corridor width when in any position. Section 3304 (d) ......................................................... .. 84. Revolving (sliding) (overhead) doors are not per· mitted as exit doors. Section 3303 (f). 85. Exit doors should provide immediate access to an approved means of egress. Section 3303 (g). Exiting through another room does not comply. 86. Corridors should have a minimum width of 44 inches. Section 3304 (b). 87. Corridors serving nonambulatory persons should have an 8-foot minimum width. Section 3318 (c). 88. Dead end of corridors and exit balconies are limited to 20 feet. Section 3304 (f). 89. Walls and ceilings of corridors should be of one· hour fire·resistive construction. Section 3304 (g). An architectural section through the corri-• dor is necessary to determine how this is accomplished. 90. Exterior exit balconies cannot project into an area where protected openings are required due to location on property. Section 3304 (i). 91. Interior openings irito corridors should be pro- tected as specified in Section 3304 (h). · 92. Stairway .......................................... should have a minimum width of .................... inches. Trim and handrails should not project more than 3½ inches into the required width. Section 3305 (b). 93. Risers on stairways should not exceed 7½ inches and runs should not be less than 10 inches. Section 3305 (c). 94. Landings on stairways should have a dimension in the direction of travel equal to the width of the stairway but neE:!d not exceed 4 feet. Sec- tion 3305 (f). 95. Landings should not be reduced in width more than 3½ inches by a door when fully open. Section 3305 (f). . 103. 104. 105. 106. 107. 108. 109. 110. 111. L...L. rr fl~ ---- Exterior stairs should not project into an area (yards or courts) where wall openings must be protected. Section 3305 (m). One stairway should extend to the roof. Section 3305 (n). It must be in a smokeproof enclosure in buildings over 75 feet in height. Section 3309 (b). Six-foot 6·inch minimum headroom clearance for stairways should be indicated on plans. Section 3305 (o). Note that this is from a plane tan· gent to the stairway tread nosings. Ramp slopes should not exceed one foot in ................................ feet. Section 3396 (c) (d). Surface of ramps should be roughened or of a nonslip material. Section 3306 (f). Stairways should be enclosed as specified in Section 3308. (a) One (two)-hour fire-resistive walls are re· quired. (b) Only exit doors are allowed to open into exit enclosures. (c) Doors should be labeled one (one-and-one- half)·hour fire assemblies. (d) Exit enclosures should include a corridor on the ground floor extending to the exterior. Fire·resistive construction should be as re- quired for the exit enclosure, including pro- tected openings. Only exit doors are per- mitted to open into the corridor. (e) An appr9ved barrier is required at the ground floor to prevent people from acci- dentally continuing to the lower level. (f) Usable space is not allowed under the stairs. ------------------------------------------------------------------------------ One exit from the building should be a smoke· proof enclosure complying with Section 3309. Openings into exit courts less than 10 feet wide should be protected with labeled 45-minute fire assemblies. Section 3310 (d). Also see "exit court" definition in Section 3301 (c). Openings m~~~han 10 feet above the court floor are exe , t. xrpenings other than required exits are per- tted in exit passageways. The passageways should be of ........................ -hour fire·resistive construction,. Section 3311 (a). 'Ex~fr~ination and signs should be.;ovi/j/_d A l co ormance with Section 3312§'4 Ji • • 96. Basement portion of stairways should have an approved barrier where continuous to upper floors in an exit enclosure. Section 3305 (g). 113. _j !/'!le (cross aisle) in auditorium should have a inimum width of ............................... Section 97. Vertical distances between stairway landings are limited to 12 feet. Section 3305 (h). 98. Handrails should be placed not less than 30 inches nor more than 34 inches above the tread. Section 3305 (i). Two handrails are re- quired where stairways exceed 44 inches in width. 99. Guardrails for stairs, balconies, and landings should conform with Section 1714. Note that maximum clearance between intermediate rails is 9 inches. 100. Openings in exterior walls within 10 feet of exterior stairways should be protected with self-closing three-fourths-hour fire-resistive as- semblies. Section 3305 (k). 101. Enclosed usable space under interior stairways should be protected on the enclosed side as required for one-hour fire·resistive construc- tion. Section 3305 (I). 102. Noncombustible exterior stairs are required. Section 3305 (m). i ~ 115. 116. 117. 118. 119. Sheet No. 4 of 6 Sheets 3313 (b). Section 3313 (e). Panic hardware is required on exit doors~ j I jgg l:Silll@ dil scs p I I d i II '" ~QQ iii Hl!II Hlii fl! I I lil!II •i II. I 1!11!1!!1!1 !1111!11111!11!! 111!1 IHll!I !!II 110 I Main and side exits in conformance with Sec- tion 3315 are required for 8-2 (1) Occupancies. Section 3316 (a). Corridors of Group C Occupancies should have a width required by Section 3302 plus 2 feet, but not less than 6 feet. Section 3317 (e). Each floor above or below the ground floor level of GrOl!P C Occupancies should have no less than two exit stairs. Section 3317 (g). Exit stairs serving an occupant load of more than 100 in a Group C Occupancy should have a minimum clear width of 5 feet. Section 3317 (g). Every room with a11 occupant load exceeding 300 should have one of its exits into a separate exit system. Section 3317 (b). 120. 121. When three or more exits are required, ho more · than two required exits should exit into the same e~it system. Section 3317 (b). No point in a room in a building should be more than 75 feet to an exit corridor, enclosed stair- way or exterior of the building. Section 3317 (c). 122. Exiting through adjoining rooms should comply 123. 124. 125. 126. ith Section 3317 (d). hardware is required on exit doors serving containing more than 100 occupants orridors of Group C Occupancies. Sec- (j). a Group D Occupancy should have Jeast two legal means of egress. a). oms and wards of Group D II exit openings where non- are housed should have a of 44 inches. No pro- e allowed. Section 3318 Doors from be Occupancies an ambulatory patien minimum clear wi jections in this width (b). Panic hardware is required more.than 50 occupants in cies unless there is no latch 3318 (f). 131. The aggregate area of penthouses and other roof structures cannot exceed 33½ percent of the supporting roof area. Section 3601 (b). FIRE-EXTINGUISHING SYSTEM 2·A .. l08C. ~,ttF l'>l"'l1N•111iHIIS M 132. A_n approved automatic fire-extinguis~ing sy~tem m the ---------------·--·-·-·-------------,-------1s required. Section 3802 (b). This includes blind spaces enclosed wholly or partly by combustible con- struction. 133. Dry standpipes are required in buildings four or more .stories in height. Section 3803. 134. Wet standpipes are required as specified in Sec- tion 3804. 135. Combination standpipes are required in build- ings exeeding 150 feet in height. Section 3805 (b). 136. Buildings six stories or more in height should be provided with not less than one standpipe dur- ing construction. Section 3806 (b). 137. Fire-extinguishing system plans should be sub- mitted to you to determine compliance with applicable building, plumbing, and fire codes. ,,,, Al. 138. 139. 140. 141. 142. 143. 144. FIREPLACES AND CHIMNEYS Chimneys should comply with Sections 3703 and 3704. Fireplaces and barbecues should comply with Section 3707. FINISH WORK The interior wall and ceiling finishes should be specified and comply with Table No. 42-8 and Section 4203. Gypsum wallboard (interior lath and plaster} cannot be installed on weather-exposed sur- faces. Sections 4705, 1711. See Section 424 for definition of weather exposed surface. Skylights should comply with Chapter 34. Plastic skylights are allowed only under the conditions specified in Section 5205. Glass and glazing should comply with Chapter · 54. Type and thickness of glass should be specified. Glass and glazing in hazardous locations should comply with Section 5406. . , STRUCTURAL 145. Special inspection in conformance with Section 305 is required for the following work: (a) Structural concrete where the design is based on an ultimate compressive strength in excess of 2000 pounds per square inch. (b) All welding except where done in the shop of an approved fabricator. (c) Installation of high strength bolts. (d) Prestressing work. ·(e) Masonry work required by Chapter 24. 146. Soil classification in conformance with Table No. 28-B and ----------------------------pounds per square foot soil bearing value used in design should be specified on plans. Section 2905 (a). 147. The foundation ·investigation report mentioned in plans was not included in data forwarded to us. It should be submitted for review. 149. 150. All masonry or concrete elements resisting seis- mic forces should qualify as reinforced ele- ments. Section 2314 (k) 3. Precast concrete wall panels are limited to an h/t ratio of 36 (25). Section 2616 (c). Wood members may support loads from ma-sonry or concrete only under the conditions specified in Section 2516 (a). 151. Structural calculations should be submitted to justify the adequacy of the structural system in resisting seismic and wind loads, and sup- porting dead and live loads. This includes foundations. 152. Justifying calculations and details should be pro- vided for ------------------------------------------------------------ 153. Roofs shall be designed for snow loads of ______________________ pounds per square foot. Section 2305 (c). 154. The roof should be designed for uplift wind pres- sures with due consideration for lateral support of compression flanges of flexural members. 155. Floor load should. consider a 20-pound per square foot partition load. Section 2302 (b). 156. Marquees should be designed for a 60-pound per square foot live load. Table No. 23-A. Sheet No. 5 of 6 Sheets ---~ -----------~~·'"-.i>L..._.....__._,..., ______ ,_ .. _. _____ ,_,_ .. ., __ ,,.., •• _, .. _,_ .. ,,, .... ...,. •. --.. --. .• ..:........:..~ '- 157. Garages for the stora 'e of private p·leasure cars should be designed pr a minimum 2000-pound 167. Details should be provided on roof (floor) dia- phragm connections that indicate how the wheel load. Section 1302 (b). 158. Live load signs are r quired. Section 2309. See ------------------------------------------------------------------------ shears are transferred to vertical shear-resist- ing elements. Connections should be justified with structural calculations for compliance with allowable values. 159. Glued-laminated lumber should be fabricated in accordance with Section 2511 (f). 168. Nailing for gypsum board (lath, sheathing board) 160. Allowable stress in glued-laminated members over ,12 inches in depth should consider a depth reduction factor. Section 2511 (d) 6. used structurally on shear walls should be specified to comply with Table No. 47-1. 169. Shear walls utilizing gypsum board (lath, sheath- 161. Bolted connections exposed to the weather ~re limited to 75 percent of the allowable load under protected conditions. U.B.C. Standard No. 25-17. 162. Anchorage of concrete and masonry walls should comply with Section 2313. ing board) cannot be used to resist loads im- posed by masonry or concrete walls. Footnote 1, Table No. 47-1. -170~ rtifaii'i;gs should be designed to withstand a 20 (50) pound per foot horizontal force. Table No. 23-C. 163. Plywood grades should conform with Table No. 25-8. 171. Ceiling joists should be designed for total load 164. Justification is required that sufficient slope or camber is available to assure adequate roof of not less than 10 (20) pounds per square foot. Table No. 23-C. drainage after long time deflections. In lieu of this, roofs must be designed for possible pond- ing of water. Section 2305 (e). 172. Interior partitions should be justified structurally for strength and deflection criteria specified in Section 2312 (b). 165. Details on stressing method and hardware along with justifying data are required on prestressed 173. -·--------------------------------------------------should comply concrete work. This data should be submitted with a specific ICBO research recommendation and approved prior to ordering of material. Note that all tendons should comply with Sec- tion 4303 (c) 3, for fire-resistive purposes. or justifying test data should be submitted in compliance with Section 106. 166. Welding data or details for steel decking used as a diaphragm should be provided. Information 174. Plans should indicate that foundations extend below the frost line. should comply with a specific ICBO research recommendation or test data submitted in compliance with Section 106. 175. Provide complete specification in conformance with the design for ------------------------------------·-··-··- Additional Corrections: These sheets are a part of the plans and shall remain attached thereto_ Corrections as above indicated will be complied with. Rechecked and Approved ······-·--··-·-·-···-··-··--·-··--···-·-····-·········-··-··-----·--··-·---(Sign Here) --·-··-··········-·---···---·····-·-··--·-·------·--·--·--·--·--·,-··-··-----· (Signature of Owner or Applicant) Date--·--·--·--·-·-·----··-··-·---------··----··----··----··-··-··-··---------Checked by ·-·-·-·-·---·--·--···--------·------------------·---·------------------------· Date----···------------------------------·----·--------------------------------------·----·- Sheet No. 6 of 6 Sheets ri' .• INTERiiEPARTMENTAl INFORMATION SHEET ...... ~uil'.01NG oEPARTMENT . •·' &EC IE r\/E D ('8U 14,D I NG ADDRESS: ___ ~~"---0 ...... --'/2_,_t2..____.~-· ___ · _..=;...~...::.;· ___,;;__. -·-=--... ~· .,..._,:. ___,Lpd.........,..'---.........._-~0 !..._.If_._~ +-r2 +.:1-0 --t-.7'9-7-6 - PLANNING DEPARTMENT LOT SIZE _______ -=----=------ UNITS PROVI DED----.~'------'""l'--tf-·Y .. CITY OF CARLSBAD Building Department _________ ZONE _____ _ ED ___ _ _____ INTRUSIONS ___ _ -=--++-----___,.-LANDSCAPE PLAN ____ ---'--- ADDITI ONAL COMMENTS,_~~1--L.!.-"--'-.1--------1.____.!..~~-=.L.!.~-,:.:.._--=--~~-~k):e'::::::S2.==---- Q_ t . ,~ ENGINEERING DEPARTMENT \}-:,· " R.O.W. CW~r/AI G INDUSTRIAL WASTE #/4 . ~MPROVEMl;:NTS ~----SEWER CONNECTION~2$7J~('z~x.s:J. "DRIVEWAY LOCATIONS~#' ACC~.SS t!>AJ 41AP GRADING PERMIT /ssvc.2> EASEMENTS SIS'&: MAI' , ; ~ . LE'G'AL DESCR I PTI ON___.~='""""--'----L~-=-+---L---'-'~-==:::.....,,,,"-------------,--- DATE ___ _ I FIRE DEPARTMENT SPRINKLING SYSTEM j)~ 7Q •di" ~ '-'4~ ,Tl'&"r/ '1='t:J~ Pt.~,c, c4,ec.k FIRE PROTECTION EQUIPMENT ,4-,r Sk.wN FIRE ALARMS ________ _ -EXITS _________________________ -"----------- FIRE HYpRANTS __________ _ LOCATION ________________ _ AD0ITIONAL COMMENTS ______________________________ _ OCCUPANCY ~ ____ SAN MARCOS ___ _ ..... ____ DATE _____ OCCUPANCY _______________ DATE ___ '---_ SENT TO ENG. DEPT. ______ _ RETURNED TO BLDG. DEPT. ___ _ ' ; -:;11 "f!h· ERNEST W. HAHN, INC. 2311 WEST EL SEGUNDO BOULEVARD, HAWTHORNE, CALIFORNIA 80250 • PHONE (213) 757-8151 November 29, 1976 Mr. Richard Sullivan Schoell, Geritz, Paul & Allard 440 Yupas San Diego, CA 92103 G€:Payles:=~_rug, Carls~· Dea.i:-Rich:· RECEIVED NOV :3 0 1976 c,ry ~F CARLSBAD Bwldmg Department The structural items that have been clarified and/ or added to the above project wi 11 have to be sent' to the City of Carlsbad Department of Building and Safety with drawings and descrip- tion prior to acceptance. This, should _be done as soon as possible so as not to jeopardize construction schedule. Should you have any questions regarding this matter, please contact me at the job site (714/729-2445). Very truly your·s, ERNEST W. HAHN, INC. 1) (1 Ii ;, ~tl,'uu.l..j--{'_.r~t(I CJ. /l Harvey ,.Elder Project Superintendent HE:cm : .... ~.cc: Rick Laible, Payl_9S-Drug City 0£ Carlsbad Gene Berry Roger Schwarz .~- 1.. • .:__ I ' ,l " ... • ' ,, > • / ... . ;; · £:-:w~ HAHN, u<m: , ". : ~ . ,' ' ' . ~-<_\)'TEOFTIM~,f>: ,· ·, .. D_EQ 2_'71~76.' . :Alme'.: .. PROJfOT COORD.IJ\JA:PWN . . . ' . I· [II § H •• I F I CAT E O F ~ ® z C O :N F 0:-R· M: A: N---C _E ----illl!a--------------' . . . __ , . ' .. QUALIFIED LICENSEE . HE UNDERSIGNED MANUFACTURER HEREBY::-CERTlF!ES: that the products identified below and on attached sheets Nos. , _ -l -of ;z· -. .: :. :·-· -.'.:. ---are :riiarked; With the Collective Mark of the AMERICAN INSTITUTE OF TIMBE-R. CONStBUCTION-(AITC)- ar:id were manufactured in conformance with· applicable provisions-of.. ·v. S,. P'r'od.uct Standc;1rd 'ps 56-73, for Structural Glued Laminated Timber, and th.at such manufacture:.htwp~en·afour plant h1 :W:btdliair-,, 9,1~ . __ ,-which ,plant_ has a. quality contt.~I, system;approvedby the Inspection Bureau of the AMER I.CAN INSTlTUTI_: OF TIMB·ER. CONStRUCTION·:ancl lnspected. periodically by such Bureau. The undersigned manufacturer further c~rtifies-that the work has been;_ done in accordance with the applicable job speci.fic·ations. ·-· · · · · The _manufacture of these members complies with the manufacturing .~n~ fa_bricating provisions ~f.-: -Chapter 25 of the Uniform Building Code. : _ , . _. . , . . . · '·1 ,,, JOE! NAME: -. :ft9't p¢ 29 -'3'4• , ..... '. ~ • J • _ A/TC· f/EREB Y CERTIFIES · that t~e said cmnp~ny·at it~ said. ;ianf is l.icerised b:Y ~he·· Al'v'IERICAN INSTITUTE OF TIM.BER CONSTRUCTION to use the A ITC-Collective Mark in resp~ct of· products which-comply with applfoab!e provisions of said Standard, that the _adequacy of th$ qu~lity . -control system ir:, effect at said plant is periodically inspected and verified.by the Inspection-Bureau of the AMgRICAN' INSTIT,UTE OF TlMBER CONST.RUCTION, and that,-in the judgment_ofthe und~r- ' $1gried, said company is capable of complying with applicable manufacturing and testing, provisions of said Standard. in ,respect of products ma11ufacture~ at said plant_. ·.Cdnforrn~nce _ witb the Standard in· respect of any sp_ecific or. particular prodl;!ct is-the sole tesponsib'Hity _of --the n-ranufacture-r; Al·TC's: ·guarantee hereunder being that the-said company is EjUalified to pr.oduce a .product fneeting · .tbe. said -S~andard and tha~ its plant.~eriodi~ally inspected and vedfied bV?he AIT~:lnsp~c~io~ B~r-eau. . AITC F:Ol;tM 18-1-73 AITC Ce.rtificate: No. · A 19-f6l _ Signed ·f;r~.' "<-· '. AM-ERlCAN INSTITUTE OF TIM.BER "C0NSTRHGTION , -,-•' _Ct~e-.k~. · Paul 'R. Beattie- Executive Vice President Jack M,nneci Manager.;.lhspection Bureau ® i973 AME;RICAN INSTi-TUTE OF TIMBER,CON~TRUCTION 'The glulam members of the. Job covered by this certificate are stamt>e,d witb one of the following type quality marks. · Each qualified plant has an individual qualification designation. The designation ·~P-:143" shown on the typical quality marks below is not assigned to any plant and is used only for the purpose of illustration •. . . A TYPICAL CUSTOM PRob,UCT QUAL·ITY MARK Al C OUA·LITY - INSPECTED ® Indicates that the designated licensed plant has met all requirements for qualification and maintains an acceptable quality control system which is periodically inspected by AITC. P-143 ...,.......,,.. ____ _,·1· AITC desi!JOation of qualified licen~d ·. plant. . . . . PS 56-73 Indicates conformance. to U.S. Product Standard for Structural Glued . Lam- inated Timber. · A TYPICAL NON-CUSTOM PRODUCT QUAL.ITY M·ARK AIC CUAllTY Identification of structUral use, desig- . nated .by syi:nbols:. B-simple span bending member; C:-..-----------------1 c;ompression member; T-tension mem• . ber; CB-simple, continuous or canti• , lever ~pan bending member • ..--------------1· ·I AITC d~si9nation Qf qualified licensed l plant. · · · · P-143W . . · · . . . ~ -, . , · .. Designates.-·type of adhesive, W for a~J$IfutE~VED ;· 0@0-00 OOF A~CH · Namec;>fwoodspeciesused. \ . ',, . ® . PS 56m73 . ~-.. Designates. appearance. grade. INb- lnclicatGs that ti.le designated Uc~l'isod plant has m9t aU requirements for qualification and maintains an acceptable quality control oystern w'11ich i:; pariodical!y inspected by AITC. Indicates conformance to U. S. Pro· duct Stamford for Structural Gtvod Laminated Timbar. 1 ndustrial. ARCH-Architectural. PREM-Premium. . · · Oesign~tes applicable AITC k1minatin specification and comblnation.symtiol: for e;{arnplo ···111~11 24F" or "111• 713''.· - l> F~r a custom product the specifications co•.:aring the. desir1;,cl product are inclutlcd in -~ho plans i;md-C.!JCllificotion3 •. l> for non-~uotom Product.'. essential detail i;pscifications are included on stamp, · 2 SHEET No, ___ _ TTACHMENT NUMBER _Af{d _ lTC Certificate of Conformance No.CD:¥4ltl'6l .Dated._?2t1JJl16· Job Name: . f,-yt-. Job Location: 40: ._.. ._ ~4 Customer's Order No. __ '43'_·._· ..;...· ___ Dated 10/16/76 The following gives the additional specifications that were used in· the. manufacture· Qf-the members· on this j0b; · 1. LUMBER. 2. MoisTURE CONTENT 3. END JOINT 4 .. ADHESIVE 5 .. GLUING Species:-~~ ... =· ... :1="•=--·..::!'.=i:=:t'---'----'-----~-------~-- ll6, Grading Rules:----~-----------'----,--~-~----'--- .154 Paragraph: ____ ""'"'."'""--------'--------------------,.~- Grades: J.l,, 'tt" 1-,;3 Slope of Grain: __ l_;_t4_,,_J._;:_t_z_.-_1_:_t ___ ~~--_;_-,-'-----'----"---e-~ 7 .. 11 Range:-------~---~----,.,---'----------'-'----'------,--- Variation per member:_.ff._·_. __________________ -'----=---~~- Conforms to _All1'D_._._._-_2S_: __ s,._· ._:_,O_· -'---'---~--'-------'--'---· specifi_tc:;tio_ns;:. Type: __ ._llt_• __ -._il_. _&_•_•_?_·'•_•_il ___ --'-----Batch: N~-----64_. ---"----'-- ·Pressure ___ l_2_.S_e--=-"_J;._: ______ _ Pr~ssure Peri pd_ & ~ Glue Spread __ ~_--·-"-~---'----------,,---------~...-,----'----,---'---'---,........,.. P t31 ----. M-ti::: tJ~~ :.<::..di~._ Attc; Licensed Plant No. _ Plant Quality <:<?ntrofSupervisor · ef · . Company bate' AITC-F9rm 18-3-65 © i965 American Institute of T.imber Constru_c_tion i I .. , ~--·' .-i · .• • 1, : . -~· .~Standard INVOICE# 2718 · • · ~ , · ·Structures ' · · , Inc. Man.1facnrers of Q.iid< Lam and other glulam procb:ts P.O. BOX K, SANTA ROSA, CALIFORNIA 95402 (707) 544-2982 ID 6977 STROfiG TIE$ YftRO FOR Pf.YLESS STPONG TIE STRUCTUFES '2.20 1\/0RTH P~L~ BREA CA 92621 INSP. AITC PAID BY SSJ APPEAR FINISH MX LAM THICKNESS COMB. SEAL 7 ~u~ L~~ ro~B 14r E~DS ', MARK QTY. WIDTH(") DEPT,t-l (") LAM LENGTH (' ") Rl 1 5•1/8 19•1/? 31 3 84 1 5•t/~ JG•t/2 ~ 1 3 115. J. . 5"' l / 8 21 31 3 e2 t 5•1/8 19•1/7 31 ?3 l 5•1/8' 1 Cl•t/2 31 86 . .:. -5•1/B 19 ... 1/2 48 o-3/4 87 1 5•1/8 21 4& 0•3/4 B8 '2 5•1/8 16•1/2 '2 4 9 B9 1 5•1/t< 19•1./2 24 9 'B10 1 5•1/8 16-1. /2 24 9 · 811 t 5•1/8 22-112 56 1 P.12 1 5•1/8. 24 56 o-·s1a B13 1 5•1/8 19-t/? 30. f., WRAP ~X W·PA.P , JOB NAME JOB NO. ORDER DATE PAYLESS S•.H• 1O07b•'f.iG .. l 76•GCT•:t6 YOUR ORDER NO. 6439 ORDER.ED BY D·lCl< PHONE 714•870-7380 CUST. NO. 3 SHEET 10F 2 Sl:IOP DRAWINGS REQUIRED YES . DRAWN BY CUSTOMER DATE SHIPPED 76•DF.C•20 VIA SSl 19 LOADED BY. M n R i< T ~ rl 1\1 SOLD BY MO ADHESIVE f.'.XTf.RI ffR CHECKED BY SHIP TREATMENT NfJNF . . ,ff ' ; l I ' I l FOB STS Yl\.RD I I Ii ,1 .... ·.· - [fJ Standard Structures ·inc. · INVOICE:# 2718 JOB NAME JOB NO. PA YLF~SS Marufa<;ttrers of OJick Lam llld other glulam prodlcts P.O. BOX K-, SANTA ROSA, CALIFORNIA 95402 (707) 544-2982 b977 STRD~G TIES Y~Rn FDR PAi'.LE:SS STRONG TIE gTRUCTURES 220 NORTH p11U·, " . :: ~ BREA CA 92621 INSP. f>.ITC' PAID BY APPEAR F.INISH t>'\X LAM THICKNESS COMB. SEAL ') ;vu:,,,. r, Afi• rt 1 ,\I· H 2 4-F' f. !'J fJ S ,.-,. ' ID M-'i,AK QTY. Wlf?TH (") DEPTH(") LAM LENGTH (' ") . .JH4 2 !,•l/8 . 1<.:t•l/? 3 (: b MS 1 .:; ... -1, 1 r; l<z-.'~;? ~o t, Rl6 1 5 .. 1 / P. i.' l 3 (I ~ \ 817 1 5•1/A l6•1/2 30 P2 1 3•1/b 1~"'1/:i. ?7 r-• 1 /2 .fij1 ?. 3•1/8 24 ?6 6 f82 3 3•1/8 24 -l B -. Fb3 1 3-1/8 ?. 4 28 6 ~ ·--' ....... -.,__ -' . --... ~-'>Z" ._.._...i:,. . -- S • H • 1 0 (..1 if• )if; ... l ORDER DATE 76-UCT-26 YOUR ORDER NO. 6439 ORDERED BY DICK PHONE 714-870-7380 CUST. NO. 3 · SHEET 2oF L $HOP DRAWINGS REQUIRED YF.:F, . DRAWN BY CUST01vlER DATE SHIPPED 7 6-D~.C-2 0 VIA SSl 19 • LnADED BY . MORRTSO~i SOLD BY. MO ADHESIVE E:X'l'~'.PIOR CHECKED BY .SHIP FOP. STt; Y,i";Rf) WRAP TREATMENT t-'•X WRllP t·iOi•:F ,,., ~ 'I (. ll 4 'J.'. 'T: ! I - , .,.; •-,,.r March 23, 1976 Mr. Ray Green Building Dep'artmerit city of Carlsbad 1200 Elm Carlsbaq, California 92008 RE: El Camino Real & Highway 78 Carlsbad, California Job No. 7584 Dear Ray: sgpa PLANNING & ARCHITECTURE RECEIVED MAR 2 9 1976 CITY OF CARLSBAD Building Department We are proceeding with the ·development of the ·wo:rking draw- ings for the :Pay Less· Drug store ·and -the. Von I s. Marke·t.· As per our confer·en:ce ·this -afternoon, .the ·plans wi'J,.l be bas.ed on yot!,r preliminary. code· ·check. A summary of the decisions you made 'is as ·follows:- Pay Less: r 1. The mezzanine may be a maximum of 3,·3_00. ·s.F. Only one ·stair shall be ·required from the ·mez·zanine; / 2. The partial roof over the nursery shall be considered as an arcade and heavy timber or · one_.hour cons:truction will be ·required. ~:L The gate at the wes·t erid of the·. :nurse·ry mus·t be: .si-gned as an exit and the 'nearby pair of dO'ors ·from the ·.sales· area must be designed as ·per exit requirements. / 4. 5. An exit door from the ·nurse·ry must be added directly north of door no. 6. A flow indicator connected to a central station is required on the sprinkler rise·r. Von's: / 1. For purposes of exiting, two stairways shall be re- quired from the mezzanine. SCHOELL GERITZ PAUL & ALLARD INC MEMBERS AIA·440 UPAS STREET SAN DIEGO CALIFORNIA 92:103 PO BOX 33326 TEL 714 297 0131 .... .., Ray Green: March ·23; 1976 Page ·2.· ~3. For allowable area calculati·ons ,· ,the ·mez.zanine floor are~ will _not be ·counted. Ih addition, bedause of the· ·unusable ·slope ·on the ·adjacent ·property, the separation on two sides· can be ·increased by 10 feet to a total of 60 feet. A flow indicator connected to a central station is required on the sprinkler rise·r. Ray, _if this does· ·not -agree with ·your understanding of our mee·ting·, please: ·contact me ·immediatel'y. We wi:11 continue with ·the ·preparation of the· ·plans and hope ·to submit. for plan check within the next couple ·of months. Ron Roberts, AIA RR:lb cc: Barney Sheridan Art Bray Rich ·Runyeri Mel Ninomiya