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Home My WebLink About256 Juniper Ave; BLDG 3; 73-2485; PermitBUILDING PERMIT APPLICATION Permit Na.7 3 ~ .21:/ 8s-City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only. Phone 7 29-1181 Joa ADD~ ESS {] J ,,,.,,1 ,<., A . 0 ... .., ~ /,,, ,' IA ,Y,.-('",.. ' I? :ii 0 L~ ..LL ~ z [II "' )> LOT NO. (7 , !ILK" I TRACT t r~_,,~/,,e~:# . -ll 0 1 ~~;~~-'< tOSEll. ATTA CHED SME.IET) 0 ~ ~ -".) l~i OWNER ; / MAIL ADOf't.SS -ZIP PHONE 2 t"'i <:'<.,...re. .t)t ~a ~ ~ L,;,r,..,L_,,. ~-,,., C: h, ., .,,, i -2 1 !L I ~ "T~--f": .,r ,_1,,,, ,:. -• •.d/.'11;, -/ 4 •LfAtT CON T"-AC TOA , -,,-·· MAIL ADO,-E.SS .. PHON[ --. LICENSE NO. 3 / /, 1--" ,. . , • • • ',(' C AIIICHfTtCT o,-DE.SIGNE.A -,.,. MAIL ADDRtS,.9/ 9,t;. ,(~ ~ .....,,. PHONE ~ ., ?• tfG 4 1•CENSE NO • ,-;1"1. 4 ,t, la'--6 ~ ?:t. ~~t,V.,c:( I•\ £NGIN£[" MAIL A0ORt55 PHOM£ LlCEN5£ NO, 1, II,,. 5 I•~ )!_., ..... -.I_ ~--,,,,, ,,A . . I~. -<... L£N0£R -f -MAIL ADDRESS 811':ANCH 6 ~ .i.'.L..,l_ '1 .z:,,,A".,. • -:r / ~ 1"#'. _ If_ .'7.t , (" ,f' .,,,. ,l;'f )/ 4n ---· I~ .JUSE. 0,. au1LOING -, ·-' C -. , 7 //f.....JJ~.N•:I. ;--( , L / 7-:t -• ~ /).A ,~ /...,,,(..>./ ", -,1~ .,·~ . . 7J ., .. --., -<1> 8 Class of work: ~NEW 0 ADDITION □ALTERATION 0 REPAIR 0 MOVE ct.REMOVE -3 -· ~ - _/_r;,/' .-~ ~t .,,.__ ,r -V :z ? 9 Describe work: /~ --2..M :: ,,._r~ __ }~'1 -· ~ =A--1 ,,., '£,,. ' . ~ --~ -I ✓-- 10 Change of use from ,,t.. J1 -·• /~ _, 1~ -- Change of use to .I; d ,/, A ,.1..~•~ --I PERMIT FEE < /,,t'; ;I§: 11 Valuation of work: $ ~ ~.r. -.• 'nV? /l 1'd ~ PLAN CHECK FEE SPECIAL CONDITIONS: Type of Occupancy ".Ir Const -AJ Group Division -- Size of Bldg. No. of Max. (Total) Sq. Ft. ~~ Stories ;2 0cc. Load Fire J Use Rs ('° Fire Sprinklers APPLICATION ACCEPTED ev. PLANS CHECKEO BY APPROVED FOR ISSUANCE av Zone zone ___, Required OYes ldNo ff J~# .,.J~J, No. of 4' .. OFFSTREE}.PARKING SPACES: Dwelllng Units Covered 4. -1. ! I I Uncovered -Special Approvals Required -Received Not Required NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB-ZONING ING, HEATING, VENTILATING OR AIR CONDITIONING. HEALTH DEPT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF FIRE DEPT. CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A SOIL REPORT PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM• MENCED. OTHER (Specify) I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION ANO KNOW THE SAME TO BE TRUE ANO CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES N OT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CAN CEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRl/G1)0N/ , L ~ -. . /r,/ ~ ..r.l ~,. ---· '!::f.. .at} .;r._,' ~-,,J I ,-#' SIGNATUfltl o, CONT"ACTOIII 0111 AUTHOAIZED AGENT IDAT£1 "" f /I-. ·7 • -.J 7r ,,( :r. ;"l --~ 7: i /, ' f ..... ,, _,;ff~ 1a. .... ?:. , ;V" I ~ _/ __:.v.,r 51GNAT11ft[ 0,-OWNER I,. OWNER BUIL.DtflJ OAT1tl - WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR INSPECTION RECORD DATE REMARKS INSPECTOR FOUNDATIONS: SET BACK TRENCH REINFORCING FOUNDATION WALL & WEATHER PROOFING CONCRETE SLAB FRAMING . INT. LATHING OR DRYWALL EXT. LATHING MASONRY FINAL USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 1 0-30-73 Concrete Forms; Good footings. ver y clean. good steel. T. Mata 12-27-73 Nailin on sheathing at last two buildings, very well done. T . Mata 2-26-74 Lath and drywall: J ob well done had a few popped nails, but Taper says he would take care of it. T . Mata PLUMBING PERMIT APPLICATION 7 2>~ ,2_$1 ~ 6 City of CARLSBAD, CALIFORNIA Permit No. Applicant to complete numbered spaces only. JOB ADDA ESS ;_,·., :fun~l'\f> .. st,. LOT NO. I ILK J I TIIACT LE GAL I Qsu ATTACHED SHEU) 1 D£SClt. 1 .. 11 r .. ":dt:G r.o. , 0WN£11l MAIL A0D .. ES5 ZIP PHONE 2 Loi ~~~, ito ti'.! Plt1v.1 tbvcl~r. . .. -~·(;., .... , ~-lb ~~ t!.-i. ~~l?l ,, CON TRAC TOA MAIL AODftESS P!➔ON[ LICENSE NO. 0 :f. z l'1 :I) C. 0 Ill )> 0 0 z 0 :I) • ra I I 3 ..c,lco Plu .:"lll 'LI c. r~~a.Hnn .~ .... '-'---.. t1olcndo AW:~ .. .:i 1 estv.. e,.,. "'-'mo Hi 1.~,:,-.... 'J I ... AACHITECT OA DESIGN[" MAIL. ADD"ESS PHONE .q~u 2133 LICENSE NO. 4 "" ENGINEER MAIL ADDRESS ,_ P .. ON( -., LICENSE NO,,._ ---- 5 LEN0£A MAIL ADOftESS 9RANCM 6 USE o, BUILDING 7 ,-_, . ~,r---tnilllS rI!l1e) ·-· ;,,~ -C 8 Class of work. [3 NEW 0 ADDITION 0 ALTERATION 0 REPAIR ! I. 9 Describe work: OntY"!h l;--n-ih' .. ..,,.. • --_, -~ PERMIT FEES No. Type of Fixture or Item Fee SPECIAL CONDITIONS: 11,;,.; WATER CLOSET (TOILET) LV OJ .LO BATHTUB ~. ,W Q LAVATORY (WASH BASIN) t;O w .u SHOWER L .• uu J.u KITCHEN SINK & DISP. ~ Oi> DISHWASHER , ,//',, ---. ,-- APPLICATION ACCEPTED BV PLANS CHECKED ev APPROVED FDR ISSUANCE o ---T I RAY .J V / t?. J.(J CLOTHES WASHER .~ O:J _,,,_ 16 WATER HEATER ~ 100 NOTICE URINAL THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC· DRINKING FOUNTAIN TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF FLOOR -SINK OR DRAIN CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-SLOP SINK MENCED 1 GASSYSTEMS:NO.OUTLETS g/~~ 1out ... 9 ~60 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. WATER PIPING & TRCATING EQUIP. ALL PROVISIONS OF LAWS ANO ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED WASTE INTERCEPTOR HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE VACUUM BREAKERS PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION, I AWN SPRINKLER SYSTEM . , .. . r ' SEWER ~.,,,,,, ------.-.: --5 . CE::,::,.-uuL (J "> ·" l J/,Jia SEPTIC TANK & PIT .SIGNATURE o,-CONTJIIACTOR OJI AUTHORIZED AGENT (D .. TE) • . ' PERMIT $ . .., . • - TOTAL FEE ' $ i. SIGNATURE 0,-OWNER 11,-OWNER 9VILDCR) (CATE) "" - WHEN PROPERLY VALIDATED (IN THIS SPACEI THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR . INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR 1 f\-17 7-:). ln,,.,,:i,....----,,,,.,,:i n11-.-7\ 1 1 "• K. _..; --~r.1-. m .. _ ~ - J J ··---J-~ -. -- 10-17-73 lnut-~R; r'l,::, sp,,r,::,,.-r,nnn l in,::, nr, 1 o:::ilrc +-h,::,v w,::,,.-,::, t-f'\l rl t-f'I jet and compact as it is in the drivewa J. T. Mata 1-29-74 Tubs O.K. T. Mata I USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. . .. -. 12-20-73 To~1 i~t :1 ti leaks, I told them to take the strain off of all the vents, they said they would install 45~ to relieve the strain. T. Mata I 0 0 ELECTRICAL PERMIT APPLICATION i l &'4'. l:to 1 . .. 0 ---r, -'?_ ,:,/ A~i. City of CARLSBAD, CALIFORNIA Permit No •. / Phone 729-1181 Applicant to complete numbered spaces only. JOI AOOfl Ess..., --Ge l\___._ ~_:) -~. ( . ( ., f '---I COT NO, V Im I T~ .. CT Ll:GAL 1 ouc~. OWNIUlt d /4 A ..,,.IL .. o~~ua ~IP 2 "' ~ '. L_ J ..; ~ CONT"ACT0fl MAIL AODflC:SS PHON& 3 t!kr,-#/C 2r: ~-c ~//. I , n:7b/J ... - 4 A"-Ct-41J~CT Ollt DUtlGNC,1 MAIL A.00111£59 PHONE E.NGINt.1.ll MAIL ADOfll:SS PHONE. t z 92008 ,., " ~ Qs,;r; ATTACHEO SHE&T) PHON& .. __ ,....~,...-"""' \\' LICENSE H:t{)/ I{. ;J C) -'"/t .3 • q~~-· ':2lt LICENSE NO. LICENSE NO. .. ► " " " ,., .. z 0 .. . ~ 6" ' ~ ~ \ 5 I~ LENOUt MAIL ADD"ESS efllANCM 6 US£ 0,. BUILDING :~ 7 8 Class of work: ~~w 0 ADDITION 0 ALTERATION 0 REPAIR 9 Describe work: PERMIT FEES No. Each Fee SPECIAL CONDITIONS: ~-··· ISSUANCE OF EACH PERMIT :2 - -NEW CONSTRUCTION, FOR EACH ~ APPLICATION ACCEPTEO BV PLANS CHECKEO av ~w:;r;~.., AMPERES OF MAIN SERVICE, SWITCH, /~,t)~ 'I /bt:J FUSE OR BREAKER - NEW SERVICE ON EXISTING BLDG. NOTICE I I FOR EA. AMPERE OF INCREASE 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 CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-REMODEL, ALTERATION, NO CHANGE MENCED. IN SERVICE, FOR EA. AMPERE OF I HEREBY CERTIFY THAT I HAVE READ ANO EXAMINED THIS INCREASE APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT TEMP. SERVICE UP TO AND INCLUD· PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING ING 200 AMP. CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ~1 ;!' /. ~ TEMP. SERVICE OVER 200 AMP. /2 -'"13 PER 100 ..,;',. ~ , ~ a1caNATUtU: OP' CONTfllACTOfll 01111 AUTHOfUZ~D AGCNT (D,.T&I •-ffllNIMUM PERMIT FEE I~~ 0~} SIGN.A.TU~· DP' OWNCJI flP' OWNUI aurLDt:" DATE. WHEN PROPERLY VALIDATED ON THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.o. CASH PERMIT VALIDATION cK. M.O. CASH INSPECTOR INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR 3-14-74 Heat Cable All O.K. P'OO d work. T Mlqta USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. - SCOTT ROOflnG CO., inc. INDUSTRIAL COMMERCIAL RESIDENTIAL August 5, 1974 Carlsbad Building Department 1200 Elm St. Carlsbad, CA, 92008 Attn: Ray Greene Sir: This letter is to certify that the roofing materials used on the La Casa Development Company project located at 2~ Juniper St., Carlsbad, were as follows: Bird & Son Manufacturer ~Architect 70 random shingles Weight per square--345 lb. with 15 lb felt underlayer and carries a 25 year guarantee. JACK H. SCOTT, Pres. .~ • / , , /, \ ,, •. •, ,. '· • A /· " A A A /, C\ /, A A ~-A ;\ • ,, 1,\ ,, ·' 1' ,;, f., • A \ " .1. ,, ,, ,-:,_ A ,, ~ ,. "· ·) ,_, ; ;;,. l'\ .-,..._,;•:S, I,\\ --_ . . ·-1:, /'i\ /· ., . '/\ !.i;, /; _\ '/,\ I ';,./ \\1,\\i/\' _f, \\,J\\,.~ .. J,C:,./ll\ tf.",-\'. 't\\:i";,-\\/\; -.\·,//',~ /-,·, ,,.<':::,. //., ••'\1/!·\/•~J\J\\1, ·,,N\\J;''.'-1•\ .//\-. :;\\ _//,\_' ·,\_~. \\/,<•_\ ,. , j r•': .. • "· }; ·'i ,,, . . • 4, .c "\ ,.·'.~. ,• ( « (. ~ ;\ ~l',-1' ·t -t·.,. J"'' ..... t ' .. ' '. '.· ~ '· i \" f<\-~_..., ~-4--1-i ,~,-1-1 ..;-' :_ ,-,--.. -,I_ ?> · ,._ ~ ,:: t ·! • ~ ~ , / l ~ • ,; ~ + ;. ,; r ~ ~ ; , . ,. .,. . . '::;:-... 4 -~,v •·> -•---} ~. ---~ .. -\-'-,1 --1' .--\ , -,... -\~_-_/ -'t-.t _. -1 ~--~ <.t. tt r -~l ~-"~-____ ,,..,..~.-. ?> ... :::: -; ""9---·":-~ '\<:::<>;; ~ }> A .c ... 1 T ~-10 £'"" ,.-~,. ,, :~ " c· n i ;.-.. -, :.t., _._•,.-~•->.1/ ;_ t --.. :r> ~ '.,,, ( 1, ;, J \.,,/;, K'". L .:.~ f~ f, i.; ' ~'&Ji:f,< ~ ~ This Certificate issued pursuant to the requirements of Section 306 · · · ~ ~ of the Uniform Building Code certifies that at the time of issuance t -~ this structure complies with applicable ordinances of the City ?- . j regulating building construction use. t ~ h ~ U,e Classifica,>on (16) RESIDENTIAL UNITS Bldg. Pecmit Na. 74-2483 thru 2486 fa •"< H-J V-N 3 R-3-S 3', .,.) Group ______ Tyre Consl'ructicn ______ Fire Zonc _______ Use Zone_______ s;,.. ~ - <~ Occ:.ipant Load ---;=-;:;=c;-=~-;--===-------,==-;;c==cc--;:=;-;:==,-;=~-= i~ <~ o fB .1d. IA CASA DE IA PLAYA 'Ad'-2079 GARNEI', 92199 }>-;;_ wner o u1 ing· .u.OA•,.-:c::::':Sy.=.:.:::;d:c;:=~;r,:;:=;:..::.:.::~..::_:= ,- .._(. ~ ,:;.) ;,:: Bu•ld,og fddceq252,~,_56 and 258 JUNIPER Local,ty __ .?~~"=';~'..¼~f/--__ _,______ > ~ . . ' ~ <( --------------------:-;, < ,___..._ ,. "_; ProJEQI' FINALED 9-16-74 W,A-2:p.h"¾,f-,,A.L:...l~:!./_/-J~:'.....':'.:.£.._ t~ ~ ► <1 --------------------» 4 --------'---------~ ...,j_ NOTE: A!torotions, ch0rges, additions or changes of occupancy nullifies this certific::tite. $.> <~ (Post in cor,spicuous ph::ce) }> }1 -~-·;:,-;c\:··\v' \:t ~?\7\;I ';{'"((\'? ,,:,-;(r\(\?'{Y\'f'V,..._~:-~-/'•::r·:r\:J"t/'\/\~ -'f'\:'\{;:f '(ltf'~"/\~l\v'\f':;:,r\":f\~r~;,1\?'y''.?\~:i·\ :r,~/\1· {;/\/'-"~ APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM CITY OF CARLSBAD ENGINEERING DEPARTMENT 729-1181 EXT. 35 FOR APPLICANT TO FILL IN BUI LDING ADDRESS OWNER MAILING ADDRESS CONTRACTOR CONTRACTOR'S ADDRESS NEW BUILDING LEGAL DESCRIPTION REMARKS: l f,. I EXISTING BUILDING LATERAL LOCATION ST. LATERAL NO. _______ INSTALLATION DATE---------1 SE 11'15 BUILDING DEPT. ISSUED BY -----'--=--------------- DATE ISSUED -----'------=---------- VALIDATION LATERAL CHARGE COMPUTATION STANDARD 4" (Max. H. 30', V. 10') ________ _ OVER 30' H. ___ @\1:!<L----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.) ________ _ TOTAL LATERAL CHARGE--------- LINE COST DATA ASSESSMENT D IST. NO.-------------- FRONTAGE ____ COST PER FT. ___ TOTAL __ _ OTHER ___________________ _ CONNECTION FEE NO. UNITS \ IE? COST PER UNIT ___ TOTAL--- PUMP STATION FEES NO. UNITS ___ COST PER UNIT ___ TOTAL--- TOTAL CHARGES (LATERAL ETC.) ____ :__ ____ _ . ' .. '· .ORDINANCE NO. 8058 -1-PLEASE RETURN WITH ORIGINAL PLANS ADOPTING 1970, U.B.C. PLAJ.~ CHECK LIST MAKE ALL CORRECTIONS CIRCLED BEL ON PLANS IN INK & FLAG FOR f) £) /) . --• IDpt'IFICATION. 01me~ dt~q .:V.e ~ ~ ~~le No. , / 59' _ City ______ :i r .• ~.9(,/~tl;;31~ State_____________ Address % ~ 'S,'[ Architect (designer) • c,t Ccnstru.c~ « Xr.gineer _____________ _ Total Allowable Fl~,:,r A:,ea _____ .s,i. Pt. Basia tor Zr.crease Plan Checker _,:;c:.,~i::,;..,.::::i..~=-i.:::::·::,__..._ OEl:ETIAL CO!'J.!<'!JTS: Occ,:pancy Pire Zeno Class1ticat1on ______ _ 11-. ..,$=-__ St•ries ____ _ Plot,r Area: O:cu.pant Load ___________ _ Valuation _____________ _ 1970 Uniform Building Code Seismic Zone No. ___ Handicapped Facilities required (see attacheci sheet) Heal t:1 Department approval required. In the absen~e of 1.~ses specifiE.cd en :1cor pl2.ns fer all E!reas. the occupant load has been b~scd on cn6 ,~r · sccare _te~t ftr the u.~idcntified areas. The validity or this sho'.!ld be conf1,;,,_ed to your sat1staotion. ~L sj gos rer;;ui re a nermi t, ~ .. (,..\ ___ .,-.. K.,.__-~ Identify tJpj ts h-.,,-r.etter or Number I C for Addresses> NONSTRUC1'Ull>L CClc!'-s!l·rS: 0rC'l~"1.:1 elivatio~s sto~::ld be ~hewn at cern~r-s ot the bnild!ng .and at changes 1n grC'"-:.C:d •.~pe. T~e e:-o~.:.nd ele;at!or,~ .et .. ,:,uld be ta...lt:en at the lewest point between th~ e:xt,cr;ezt~lo."a:?.1 a:1d a :p1:,ir1t 5 teot ,u.t <'r at t!l.e property line, 11' closer. t.'h~1•e .the -e-:tte::i'Jr wall 15 :p;.rall"l to and within 5 :feet c,f a public sidewalk, ~lley; br ot~~r public way. t~e g~,i~~d elevations stculd be the elevation ot the .public way. ir-~e nt.t.:.!:ler Qf stories in this bu.tld1ng cannot be detert11ncd until this data is f\,rnished. · The basement (cellar) 1s considered th-. first story. See •story• in Section 420, file build1n~ area in~l~=es ~szzanines and b~lr.~n1es, except tor private balconies or p~rtJ.ens thereof projecting beyc,nd the 2.dJo.cent exteri~r wall line. The tots.,.l tl~Gr are.1 1a 1~1~'!.i to ______ --!~'!U.l'-!1 f.!l~t incluG!.tt..g 1nc~eattcH\ ot ____ _..e.ro,,11t t.:,r lo.::o..t1i:.n in i'l::oe Zt..n, h'o. 3, . perctnt r.-,:-· --1\,ot yarc".b, H,G p!:rcc1t !rr ~u1t·'1~,~,-~-r-y- cc.r,<l1tio., and Cr1:;,Tic.g~ii:t1L,g) hr •p:,1'.l:l~r•. Soction• 505 and 506. tJnobstru~t!d ya:-~:=s of ____ !'t!.~ Ehtnl1 b!i 1;;2.1nta1nt1id on _______ _ sides ot the b~11d1ng t4r a~~~ ~~t43ts. Sr~ti~n 506. ____ -hc11.r area ssparat1~'1 w,.lla th41!ld c~ .. _;;,ly with Sectign 505 (c). &-.ter,d \"er·:100.lly t~~" U,e t4·0:,:l,.tion to a point 30 inches ab<-Ve the (a) (b) (c) root t,:c~pt 'C.!,.1,:-thtt t,lltMing c-onditie.ns: · 1) It tt.e root 13 of at l~a,t tv••h•ur. tirc-reaifftive c•n•truction, 2) If tor a t\fo-holl'.I' ~re,~ t;~paration wall, the r'Jot for 5 fe6t on each side of the wall ia ot o:?tc-.t.<"Ur !1re:-r·es1st1v~ construction. Total width or all open!r,,~-s l1ir.1ted to 25 percent ot the wall length 1n tho stor.y \!,:;1dcr COi'J51c.ierat1on. All openings pN,tected with fire a•oc"blies having a tire-reoistive rating of ono-and-one-lulf (~h1•ee) hour·•• (d) Dl,cts thro~-~h area s,p,,•at1on walls shQl<ld be avoidfd. If allowed, tire C.amper.as c,n c~.ch side cf ·tht: wall a!'~ requJrcd. Section '43.'{04, U.B.C. Stc1.1,::!ards. No through penetrations with elec.,plmbq., etc. allowed Are.:t. ~cpar·~.t1c.HB nc,t:d r•.ot c.xtrno:l. t.o tl.1(': ou,t..f"r ed,ec·:. o. hor11:ont:tl projc,ctin,:: elcmcuts su:.!!1 n!i t,~J.conit:1 (r•r,-t.f ~VM·h·ar.,rc:) {cnr,f'lf1lt1') (n>.ryuees) (arch1 00 t.cctt1.,.-:.l p~·C',ie-ct.h,.11) 1!' ih".: o:~~.rl~,r "r~ll itt the tc~~,t-:•!!t1on of tho fH•pa- rat1cn u,111 and L~:~ pro,1e:t1rig eJe,•t·r.•.::.~ £h-:-...,e nr•e of r,">t let-;"l th.tn c•nf:!-hou1• tJ.rti-rc,r,1:,t.1v~ ~'J,1:=trvctio:1 !or· a u11th ~•11.·~1 t·-o the dt,J,th cf thi:, pro,foc:tln.g elct.i~ht!i w 1 t..h 0111: n t:,gs j n t. '.:.1::, 1,t 11! th pr-Q•.c~ t.f"d w 1th thrcc.-fourt.hG-ho\!.r f !i•r.- resio tJ vo a,su:10110,. ~o,•Llon ~-J;, (c)-:i. Show on Floor Plans. -2- Area separ~tion walls at p•1nts ot a building having dittorent heights - (a) '""Y exttnd only 30 inoh.s above the lower Mor lnel provided the exter101· wall -tbllve 1!, ot one-h?ur t1:-e-res1st1ve construction to a height of 10 teet abo7e tho lo,er root with openir,gs protected with three-to~~ths-hour tire~resistivo aoeemblies. (bl aay ter~inate at the lower root provided the root is of at least one- t-?\.:l" 1'1re-res1,tive c11n~tr"!!ction v1t!1~ut openings· tor a width or l'> teet measured r~om th• wall. Section 505 (c)-4. A --=-•b.t~ tire-resistive oceupane:y separa-.tion in contor111ance with Table No. 5-B and Section 503 1& r•~uired between the following: Horizontal oecupaney s~pa~~t1~n5 sh~uld be 1i~p?rted vith a structural system having equi7alent Ciro-resistive protection. Section 503 (b). Vertical occupancy separations sh~Jld extend tbrough IL~derfloor and attic areas. including ar~as where tire-resistive ceilings are specified. The bu1ld1r.g is limited to stories <..,..,.-~=-='"'"""=~-,,-teet 111 height) as a Type --•""'t,..r_u_c~ture. Sectign 5J7 and Table Ho. 5-D. fflE OF CONSTRUCTION Mezzanines should comply v.1th the definition set foi-th in Section 414, (a) The floe~ area ca~.not exceed one-third the floor area of the room in which it is located. T!.e policy of the term "total tloor area in that room.11 1s as tollolls: l) 2) The mezzanine ~ust be open to the area below except tor handrails. No roo!I\..S di:oeetly bal!)'W the zr.ez?.a."line floor are allo,,,,ed except tor bathrooms, entry e.:re~.s and closets. Kitchens hav1r-.g each conur..on wall at least 50 percent open to the area are allo~ed. (b) The clear height above and below shall be at least 7 teet. Roof coverings sho~ld be fir• retardant. Section 1602 (b), 1603 (a) or 1704. Details or •pecificat1or.s oomply1r.,g with Section 3203 (e) are required. Fixed partitions should conform with Section 1705 (a). Details are required. Fold1r.,g partitions should co~ply with Section 1705 (b). Building paper should be applied to exterior walls as specified in Section 1707 (a). Enclosures for floor openings Sh§Uld oo~ply with Table No. 17-A and Section 1706. Details should clearly indicate this. Minimum No. 9 gauge wir• or the e~uivalent is required for horizontal reinforcement in anchored venoor in Seis21c Zone No. 3. Section 30.104 (a) ot U.B.C. Standards. ~•ies should be anchored to this reinforce.,ent. Exterior ver.eer more than 20 teet in he!ght attached to wood framing 1s not allowed t!nless prov1s1ona for differential ~?vement are approved by you, Section 3001 (b). Anchored v~neer over 20 feet in height should be supported with noncombustible, corrosion-resistant ledg~rs at a maximum of 12 teet on center above the 20-foot height. Section 3006 (b). Show Planter Box Details as per Sec. 2517 (c) -====--Rooms in which ~J;bish (linen) chutes terminate should be separated from the remainder of the bu.ildir-....s with a one-h:n.,r occupancy separation. Section 1706 (c). Note special treatme?'lt o!' chute !or sha!'t protection as it enters the l'Ubbish roo:n. Openings into rubbish and linen chutes should not be located in required exit corridors or stairwe.ys. Soc tion "i!:00}:. / ;I O 6 ( c) Nonabsorbent finish :..nd backing tor toilet room floors. walls or·toilet compartments, and walls around urinals should conform with SeCtion 1711 (a). Exterior walls of Type III buildings should be noncom_bllotible construction. Section 2001. A property lino should .be assumed between court walls to det•rraino wall and opening protection. Section 504 (c I. Also· see definition of court, Section ~04. Exterior (court I 1:all• within teet of property lines should be ot __ -hour construction. Sec""t7i_o_n ___ 03 (a). Fire-resistive rating of ext•rior walls should be maintained through attic areas. Section 4}0!f (c). . ' Opon1ng• 1n •lltorior (c~,n•t I walls within toot of property lines should be Ptotoctcd with threo-fourtb•-houl'°""tTf-,.-e-a"'"s"'"s.cmblioa. (Section ___ O} (b). Uoablo &pace under tho tirot tlnor except in Oroup I (JI Occupancies aho11ld bo CUlCle:.;ed :\~ l'OQU1r4'd 1n Section l"/03. FJre-rcslr.tivn (';onut,1•uctli0n ffl1' ntJ"uct.ural ele.rittnts 1n the exterior wall:1 r.lwulll crnriply Hltll l•'('lot..nci1.,, Uo. l of 'J'ahlt'.1 Uo. 17 .. Ji. '1.nt.l :iectlon St!o ~lcot.1on l'/(l;~ fc;r 0J.i1·1flc;,t.10n. ----- ,\. ' • Oroup B . --~·-·----,---·-~~-.. ,----------3- co,.bust1ble m~ter1als tr, . .,ed into a tire-resistive wall should -have one-halr tho required th1ct.11ess as end protection. Section 4}04 (b). Eight-inch concrete block walls •-hould be grouted solid t~ qualify as a tour- hour tire-resistive assembly. It~m·No, }O, Table Ne, 4}-B, including Psota,tea 2 and 7, Heavy timber construction does not qualify as tire-resistive construction nor 1• it reovgnized in Type V buildini:s, Table No, 17-A, Parapet walls not le•• than _____ inches in h&ight are required. Seothi: 1709. Bave overlungs and similar architectural proJectiena should ceapl7 with Seetien 1710. Shower stall walls should be t1ni<hed with a hard, nonabsorbent surtace t. a height or 6 teet. Section 1711 (b). Fiberglass or other pretabricated finishes ahould be covered by a research reco'l!fflendation or complete Justit'yir.g data under Section 106 shguld be submitted, Doors and panels or shower and bathtub enclosure should comply with Section , .Ii 1711 (c to e), Projections beyond tho exterior wall should conform with tho least restrictive ot tho following: (a) A point one-third the distance to tho property line from an exterior wall, Secti~n 504 (b). (b) A point ono-third the distance trem an assu,Md vertical plane lecated where tire-resistive prvtection of c,penings is first required due te location of property, Section 504 (b), E!IVelope ce1lir.gs sh~:ild satisfy tt,e tdlowing co"'11tioM. Section 4}0) (b)-6, (a) ='1.ould not be used to prtvide tire p1•otection for beam and girders supporting m~re than ono tlo~~. (b) C~lu.'IIJIS should be individu3lly fire proteoted, (c) Duct and outl•t cpen1ngs are limited to 100 square inches in each 100 •qua.re test of ceillng a!'ea and should be protected with approved tire dall!pera. (d) Eleotrical ~utlet boX8S should be or steel and not greater than 16 square 1n:h~s in area. Gypsum 'b-Mrd or plast~r ceil!r.;,.s in c<>nJ1!."::Ct1on with tire-resistive assemblies should be si,:;,porttd at int.,rnlz Mt exceeding 16 inchos. Itelllll 22 through 27, Table No. 43-C, Wood Trusses do not Comply. li'ire-resietive lightweight co:n~rete !'ill on Wc<>d decks at weather-exposed loeat1cns requ1:-e gr~ater denslty and strer.gth thm for interior conditions. Conf'orD"3.."l.Ce with research rec~!Il.:li?::-.. dation cond1t-1ona 1s required or Justifying data should be submitt•d l!nder Section 106. Unless speoitically allowed by a research recom~endat1on or subotantiated with test data u..~der Section 105, special coveri~,.gs for decks, balccnies, patios, etc., cari...not replace any part of a f1r-e-re~1st1ve assembly in reference to Footnote !lo. l'f, Table l!o, 4}-C, Attention is directed to li'ire•r•sistive systems involvi~.g wood tr"~Sses should cc~ply with applicable research ree_C1mmend.::.tions. Cor..~.·er..tior1-..1 t1re ... rea1st1ve systems using wood .1o1sts are not appl1~3.ble. Hefe!"'e:2ce is made to lte::n 10, Part II, Research Recommendation N~. lVJ:J; ono-h~~lll ceilir.,g const~ction, Fart II, Research · Recommendation No. 1352; or !te~ 94 1 Part II, Research Recommendation No. 1602. Jloto that all im·olve d<>Uble gYJ)su,n board with resilient cham1els between. Wood stripping or suspend•d wond systems not less than 2-inoh n~minal thickness. tor wall strippir.g.) for gypst.."'11 board ceilings should be Section 4704 (b), (Section 470} (b) Final partition layo~ts and details should be submitted prior to installation to Justify co!J!plia.nce with occu.pa:,cy, 1'ire-resist1vo, structural and exit requ.1rements. Justifying test data in conr.ormnce with Section 106 or an ICBO research recommendation 1s required tor-------------------,------• B•} Occupancies should boor cno-hour tire-rcoistiVfl construction it located in a l,anemcnt or above the first stoey, Sootion 702 (b). B-2 Occup.aMiP.G with an occ"pant 1,ad ot lv:>O or n,oro •hould be in Types I, II or Irl cmo-hc,i\r t.·i:1ildJngs. The t'.t£.e~bly ro~n,. Dhould not bo in a baGeroont 1t 1t conta1no th1a lligh occt,pant lo'1<1, Section 702 (h). The ma.in t.intrar~ee sb~-J.ld front directly t.,::,on or h.ivo Cl 20-toot Wide nceesa to a J>ul,llc w:iy nt; lcar:t ;:u tcot Jn w:1dth. ~it:ct.1on '/03. Light and vcnt1lltl~n nho~J<.\ cr,r,ply with Sect!Qn 705, • Gro\!p C Group D Group F -4- J. t'~e-t~i,-:.!r !'ir~•re.ri~t!vt ('l:!~i,.;•r,cy ~ert.:-il.~it-n is ?·,t_;J!:-ad. b!t1.1,~n the boiler or central h~atiJ'\.g pl-...r,t a:.l.d th?: NiS!. or the b-a1ld1ng. se-,tion 708. Exterior c-;>t'l.<11ng.:-!"c,r r,:,r,:-.s c2~:a1n1~3 '.~ b....◄ 1,,~ or ~e:1tral htating plant at~ould be prctectE.C \:'1th thrt .. ~--tc-l!':'th3•.!':-c1·.lr t1r·t-re-s1f.t1v~ asse:r,blies th1.t are !.1xe,d, a1.~t:-;n1.t10, 11:-sel!'-cl,;,!ing it lt,,:;~te.d b~loTJ openings in anothci-stc, ="I or if. 1,i:; .. ;;.~ t.t:r.n l:) ~-5 ~~ tro1 c:-:.her (;t:t,ors e1• windows in the s:.:ne bu1ld1;-;g. Sei:ti!'.;l'l 7•J8. An appr~,·ed, c<.nspicu~:ialy ,.ark$d, ontside gas shutot.t' valve is required- Secti~n 708. Buildings l'.n~s1ri..g C C,cc".'.pa.."lcies sho,].ld be 'Jt cine-hour tire-resistive con• atru.ction th.l'O~h0·1.t. St~tion 802 (;.) s.n! ~able llei. 5-0. Use ot rCl(l,J>.s e~"''1.!ld be ol:a::-1t1e-.!. N"te th.;..t r~.QllS h~v1ng an cicc\!pant load et ..._ore than lOJ a~d rcor~ used for kindt~g~rten, t!~st or Eecend grade cannot be l<l'cated abo·,e t!l':) first story :;.bti,Vc grade ~xcept in Type I cc,nstruction. Section e~2 (b). A gne-ho·u tire-r~tistive separ2tion is re~uired between laboratories, shops, storage r~~~s. These sreas sL,uld also be separated trom other clansrooms. Section 802 (b). One re~uired exit should tr~nt direotly up~n or have a 20-teot Wide access to a publ1c way at least 20 feet in wiclth. Seotion 80} (a). Sanitary tacil1ties should be provided.in aocerdance with Section 805. Ligt.t and vent1lation sho•.i.ld C(lc,ply with S~oti<>n 805. A onei-h,,_U!' tirc-1~~:iiltive occ~pan:::y ~~paration is re.qu1r'=d bett.."een the boiler or contral hoati.,g plaJ1t a.nd the rest or tho bu1ldil'.g. Section 808. An approved, conspic.!n'lsly srkcd, outside gas shutor.r valve is required. Section So8. Open plan ed~eational applicable see.tio~s. in Seotien 3317 (a). b,11lcil"_,;n '-'c1<\er S<>ctinn 810 should coMply with othel" T.lis inoludes speoial require:,;mts .t'or tire sprinklel"S D-l Occupancies sh~uld be ot ~ype I er II construction unless complying with the Exception in Sect1on··~o2 (~). D•2 (}) Occupancia, a!lct:ld be -,f ene•hour tire-resistive constructien throi,ghout. ia~le No. 5•C. Light and ventil~tion should ••~ply with Secti~n 905. A one-ho1!1' fire-ros1sth'e ~cc~pan.c:, s"pa.re1.tion is required between the boiler or c~ntral heati,;g phn~ a.nd tho rest of the building. Section 908. Exterior cpenirgs f~r rc~~s c~nta1n1ng a boiler or central heating plant should be p::o!)tt,.=:~.!.d "11th tbrec..,.~r,·.;!.:-';!"~s-h,t">t:.:" tire-res1st1Ye assc"'-.bl1es that are f1xe:d, E.'J!tQzr.:.s.tic, eir selt-clo31!".g 11" lccat-ed bel~w (llpenings in another story or if lEBS tr.an 10 te:t:t f':-ol1 eth,!)J.-dolirS er window.a in the same building. Sectic,n 908. An approved, c0nspiei1tMtsly m:.ar•~t:d, 011.tside g2.s shutoff valve is required. Section $.>8. In order to allow the added story height and/ol" omission of. area scpa- l"ation wal,s in the porkir..g areas, the following conditions set forth in Section 1102 (b) sho:ild be observed. (a) The pal"king level is or Ty~• I construction. (b) There is~ three~ho~r n~r.combust1ble o~cupancy sepzration between the parking area •.nd the occupancy above. (o) Stru.ch.,~~1 support for the three-hour floor should have equivalent · t1re-r-c61st1ve p1•otC::ction. Eir;ht-inch concr-c.te block walls. where used u.nder t,h1s conct1tion, mt,st con,ply with Table No. 43-B or have all C6lls grot,ted. Section 50} (d). (d) Enclos:!res r~r floor openings should be ot two-hour construction. Openings in tho tan.closure walls f>hould be prott",cted with labeled one-and-one~!ult•h~u~ tir~ aesernblios or Qpproved tire dampcra. The pro'11i,fons of :.ii',ction 1102 ·(b) are applio~bie to area and story l1m1• tat ions only. ·, (a) Ex1t1"l, roquiremonts of Chapter 33 are based on tho total number or stories in the bulldir,g. (b) Wet and dry standpipes are required in rour-atory buildings. Sections }804 and }BO}. Moter vehicle service stations thr.iuld be or nonoombl!.~tible or one-hour t1re-res1st1vo com.;truotion. Sriction 1102 (b). Heavy timber roofs tor one~atory se1-vtcer statten:, arc also alloi..·etl. Floors or ctor•r.• garager. should be entiroly protected against oaturation. Section 1102 (b). St~r#ge Rrca~ 1n exoeNs at 1000 tQ~ar~ tcet tn conneotton with wholenale er ret,a1l Httlt-.r. ~hr:uld lH•i :1-t·p•r·,1.tr.U from tho pt•.t1llc nt'C'\ll Ly a oti~-hour tJrc-roc1r;t1v~ ◊~~~pancy G~p~rat1~n. V1r~-~pri,~l~l~r~ Nay bo u~~cl to :inc1•~ate \;hr. Qrt'a. or waio/fl th6 11:c,Jllr.1.t..ions an ntit .!ta·th in S(lctJon 1102 (b), . . Light and ventil~tion should comply with s,ction 1105. Mechanical ventila- tion is req•Jired in garag,s exceedir.g 5000 square teet, Exhaust ventilation at or near floor level ia required by Section 1105. A one-hour t'ir,-resistive occupancy so:,arat1on. is required between a boiler rooa or central h•~t1ng plant and the rest or the building. Section 1108. Groups H and I Gr&up J J!XITS: An H Occuyo.ncy more th~n tw• steries in height or having" more than 3000 square t'eet abo7e the fir!t floor •h•uld be ot' one-hour tire-resistive construction thro,:;;h~ut, Section 1302 (b). Tho following rooms shquld have window areas as specified in Section 1305 (a) (1~05 (a)), one-halt of which 1• openablo, Mechanical ventilating system in bftths sh~uld p~ov1de per hour directly to the outside, Section 1305 (a). Pan capac<.ty should bo specified·, t1Te ;.ir changes Section 1405 (a), Windows trom_....,=-.-~-==-,---,~~~--,--,-.,..,..-,-,---,-should not be considered as IV.I'ni:.ning :.•e.quirEd light or ve:ntilatlon since the.y do not open to a yard, Co\!.~t, or street in accordance with Section 1305 (a). Section 1405 (a), Courts bounded on tour sides with walls should be at least 10 feet in ler.gth, For couru more than two stories in height, tho required width shGuld be increased by l toot ar,d the requ1r•d length by 2 foot for each additional sto,:oy. Section 1)06 (c), Habitable rooms in cellars are not allowt:d. See "habitable room" det1n1- t1on in Section 409, 'rho intent is t,. prohibit such rooms to be formed with retaining walls. roon does not have the Ninill!UII ceiling height rec;uired in Scotion l3om. Section l!i0.6 (a). room should have a min1muM superficial "'t""1-=-o-=-or::-,a"'r"'e'"'ac-:o"r.------:•'"'q°'u,.,a'=r.,.•-!.,,.e.,..,.et. Section 1307 (b). Section 1406 (b), ---- A toilet room should not open directly into a kitchen. Section 1305 (b), Section 1405 (b). Et't'iciency dwelling units should comply with Section 1308. A one-hour tire-resistive occupancy eep;a.ration is required between a boiler room or central heat1r.g plant and the rest ot the building. s,ction 1312, Ever7 dwelling unit and guest rcqm should have comfort heating facilities as specified in Section 1311. (Section 1409) J Occupancies are limited to 1000 (3000) square feet 1n tloor area and one story in height. Section 1502, Exhaust ventilation openings in a garage are required by Section 1504. Garages should not open directly into a room used tor sleeping purposes. Section 1504. An approved nonoombustible material is required tor garage floor surfaces. Section 15011, Conforming exits are required from tho areas below as specified in Section 3302 (a). Exits sh~uld have a minl,:,um separ:atfon of one-fifth the peri1neter or the roo1:1 or area served. Section 3302 (c). Note that 11pcriMcter" is along the outer boundary of tho room or arc-.. 6E:r·1ed. For irregular shaped buildings or bu1ld- 1ns:s with inner cot.u•ts, 1t h;;.s beon tho pol1cy to \t'>e the perirA..etor of a &quare who&e area 1a equal to the.t of th9 ;<ctu.31 bu1ld11~ to dcter»1ino the required 111n1mum separation of exits, ~n tb1li basin tho di~tance between exits should be at least ____ feet, = An occupant load sign is required in the ______________ _ Section 3301 (J). Ko po1r,t in tho building thould be ~.ore thqn 150 (200) feet from an exterior exit, horizontal cx1i, encloBed stairway, or exit passageway, measured in tho direction of travol, Section 3302 (d), Exit doorB should owing in th• direction or egress. Section 3303 (b), Double acting doors are not allowed whore norvlng a tr11;utary occupant load of more than 100, Sc:ction }30J (u). -G- Exit doors should be openable ·from the inside without the use nf a key, special knc,wletlgc, or effort. s~ction 3303 (c). Note alsc ti.at surface mounted flush c,r surface bolts arc pri:-ohlblttd .. AutotnatJc flush bolts arc allowed on pair:; of C.c-,rs pr-:-,vid~d the door with the flush bolt has no knobs or surface ~ountcd hardware and the ~nlatch1ng ot any leaf requires only a single operation. · Exit doors should be a minlrn,,m oize of 31-011 x 6•-811 ·with a·minimurn door awing of 90 degrees. Section 3303 (d). The net dimension (clear Width) at doorways should be used in determining exit widths requlred by Section 3302 (b). Section 3303 (d). In consideration ot door thick,,esse.s, panic h3.rdwarc, door c,wing, etc., the required exit widths have not been furnished. Sec door ___________________ _ A floor or landing not more than 2 inches below the threshold is required on · each Side of an exit door. Section 3303 (h). (I Occupancies excepted.) Doors should not project more than 7 inchos into the required corridor width when fully opened or more then one-half into the required corridor width when 1n a~ position. Section 3304 (d). Revolvl.ng (sliding) (overhead) doors are not permitted as exit doors. Section 3303 (f). Exit doors should provide itrunedlate access to an approved Jl'leans ot egress. Section 3303 (g). Exiting through another room does not comply unless the room complies as an accessory area in compliance with Section 3302 (e). A landing or floor that is level or not more than 2 inches lower than the threshold is reqcired on each side ot an ex1.t door. Section 3304 (h). Supplementary doors for egress purposes should also comply with all provisions ot Chapter 33. Section 3303 (j). · Corridors should !'.ave a 11ini11wn width of 44 inches. Section 3304 (b). Corridors serving nonambUlatory persons should have an 8-foot minimum width. Section 3318 (c). Dead end corridors are limited to 20 feet. Section 3304 (f). Walls and ceilings Section 3304 (g). determine how this details. ot corridors should be of one-hour fire-resistive construction. An architeetural section through the corridor 1s necessary to is accomplished. See the enclosed sheet or recoumended Exterior exit balconles cannot project into an area where protected openings are required. ORD iNI\N(€ ~o!l.5 S,€C. 1 ,~) Interior opening~ int_, ~crr1dt,!"S sl'.-o'l.!ld be protected as set forth in Section 3304 (h). Twenty-minute rating for door assemblie• requires compliane;o w1t!1 a specific research recom1:~11dation or a labeled fire assembif. Th6 latter would result in a 45-~inute rating since it is the 11ini111um presc,ntly labeled. Stairway --===--,,,=::-=.-== should hwe a "inimu'a width of .,.......,,,,...,.,,..,. __ inches. 'l'r1m aad h~ndrailn Sh?uld not project zere than j-i7~ inoh<s into the re'l,Uired wic!th. Section 3305 (b). Risers on •tair;,2.ys should not exceed 7-1/2 inches and runs shaould not be less th•.n 10 Jr.c~,es. Section 3305 (c). · Landings on stairways should have a dimension in the direction of travel equal to the Width of th~ stairway but need not exceed 4 feet. Section )305 (f). Basement portion ot stairways should have an approved barrier where continuous to upper floors in an exit enclosure. Section 3305 (g). Vertical distances between stairway landings are limited to 12 feet. Section 3305 (h). Handr" ifs abo,,-c the stairways riaers.) should tread. exceed be placed not le_ss Section 3305 (1). ~-4 inches in width, than 30 inches nor more than 34 inches Two handrails are required where (No handrails 1f less than four Guardrails for sta1rE, balconies, and landi~gs should conform with Sec- tion 1714. Note that rtaxhm.iA c1,.aranco between intermediate rails is 9 inches and rail height should b• 42 ir.ches. Openings in exterior walls v.ithin 10 feet of exterior ctairways should be protected with self-closing three-fourths-hour fire-resistive assemblies. Section }305 (kl. Enclosed usable space tmdcr interior sta11•ways should be protected on the enclosed s1de as required for c,ne-hour tire-resistive conGtruction. Section_ 3}05 (1). Noncombustible exte1•ior stairs are required. Section 3305 (m). Exterior stairs sho\\l.d not pro,1ect into an Rrea (yards or eourto) where wall openings must be protected. Secti'en 3:,0~ (m). All required interlor staii-vayo which extend to the top floor in ney bu1ld1ne to1.~r or More :.tor1es ln height shall h:wc provided at the h1ghoot point of the st.a1 ,. :;haft an appr•c~·cd hntch opcnablo to the exterior not less th:.1n 16 c-qu.arc feet in a1•en with a. mini~.unL dir..Lcn.Gion ot 2 feet, Section }305 (l), One stairway shni,ld cxt•nd to tho root. SoctlQn 3305 (n). It >iuct be in a tn1o)rfpJ•oot.' ~nclo:.ure ln L\~.llll:!rcg.1 ovu• 75 feat <tbo~·o the hie;hcst grude. Scctlou )J09 (t,). · . . . . ·-----~~~--.•------------------7- S1x•feot 6-lnch M1n1r.,-J.>1 ~.eadroo,n cl.eara.nce for stairways should be indicated on plans. Section 33~5 k). Note that th1s 1s trom a plane tangent to the 1tai1•!"ay tread nos1ngs. Ramp slopes should not exceed one toot in ____ _ teet. Section 3306(c)(d). SUrtaco ot ramps ohould be roughened or or a nonslip material, Section :5306 (t). Stairways should bo enclosed as specifi&d in Section 3308. (a) ~~• (two)-hour tire-resistive walls aro required. (b) Only exit doors are allowed to open into exit enclosures. (o l Doors shculd bo labe!ed one (?n.•-a.nd-one-half)-hou1• tire assemblies With e.ddltional req,;ire•,1ent of l!tl.Xiw,m 450°F. tcmperatl!re riso above ambient artor 30 mim:,tes or fh•e test. (d) Exit enclosures should include a corridor on tho grol!lld floor extending to the exterior. Fire-resit:tive conr.t-ru.-::t1on should be as required for tho ~xit cnclosur~, includir.g p~ote~ted openin,ss. Only exit doors are permitted to open into the corridor, (o) An approved barrier is required at the ground tloor to prevent people trom accidently continuing to the lo11er level, (t) Uoable space 1• not allowed under the stairs, One exit trom the building thould be a smokeproot enclosure complying with Section 3309, Openings into exit courts l•ss than 10 feet 11ide should be protected with labeled 45-nim.'.te !'ire asse:nb!1cs. Section 3310 (d). Also see 11ex1t court11 de1'init1on in Section 33Jl (c). Openir.gs more than 10 feet above the court tloor are exempted. · No openings other than required exits are permitted in exit passageways, The pass~.g(H!ci.ys s~ould be of ·~~~----hour fire-resistive constr-J.ction. Section 3311 (a). Openi1igs •~ould be protected with labeled three-fourths-hour tire assemblies, Exit signs should be provided in conforma.'lce with Section / P,i ITT V. op o/ZO.$-c~'.S~- Aisle (cross aisle) 1n auditorium should have a minimum width ot -------• Section 3313 (b). Section 3313 (e). Panic hardwa.re is required on exit an occupant load or more than lCO. should have no locks or latches. doors serving Group B Occupancies having Section 3316 (a). In lieu or this, doors Main and side exits in ccn!'ormance with Section 3315 are required tor B-2 (1) Occupancies. Section 3316 (a). Every room in a C-1 Occupanoy shall be·provided with exiting complying with Section 33J.7 (a). ~•his re~uires tire-sprinklers unless the specific re~uire- ments are followed. Corridors ot G1•oup C-1 Oocl!pancies ShDuld have a width required by Section 3302 plus 2 feet, but net less than 6 feet. Section 3317 (b), Each floor above or below the gro\!.!ld floor level or Group C Occupancies should have no less than two exit stairs. Section 3317 (c), Exit stairs serving an occt•.pant load of reN,e tha.'1 100 in a C Occupancy should have a minimum clear width or 5 feet. Section 3317 (c). Exit doors cannot be more than 2 feet narrower than the required corridor Width in Group C Occi•pancies. Section 3317 (d). Exit doors from schoolrooms sh~uld •wing in tho·direction ot egress. Section 3317 (d). Rooms ot Group C Occupancies used by pupils and located below grade should have cno exit leading directly to tho exterior 01' the building. Section 3317 (el. Panic hardware is required on exit doors .eerv1ng rooms containing m1ore than 100 occupants and in corridors of G1•oup C Occl!pancies. Section 3317 (f). • Every room in a Group D Occupancy should have access to at least two leeal meano of ogress. Section 3318 (a). Doors from bedrooms and wards of Group D Occu.panc1es and all exit openings where nonambulntor:, patients at', housed ::.hould have a m1n1:m.:i.m cl~ar width ot 1/4 inches. !lo p1•0Jcctiono in this width arc allowed, Section }318 (b), J•nnic hardware is required on cxi t doors serving more th~n titty c,ccupants in D Occu;>ancies 1>-'lless there is n~ latch or lock, Section 3318 (t), Every sleeping room below the fot1rth tloor ohould have one openable wlndow or exterior dear confornlne to Section l;,04 (11!04) tor e,oergency exit or rescue. This ir.cludcs mezzanines. PLOon, ROOF CO!ISTRUCTION, COVERiliO, SKYLrnm•s, ROOII STRUCTURES Venting is 1•equir•cd for elevator st>af'ta t-xt,c;nd1ng more than two BtorieD. Section 1706 (d). The brger ~f 3-1/2 1,orccnt of tho •haft area or } oquare tcet per elc\·ato1• should be p~ov1cted. The r.pace botwnein wood floor constru.ct1on £tn<1 n suspandnd ce:JlJng below lihould be div ilkd 1nto areas not e,:ccedl.ng 1000 squ;1r0 toot. Seo t.1on 2517 ( e). Q S;::ol<o and h•~t vent.s •houU b.i pr•vldod in o.~c<1rdance \11th Section 3206 (a). · • • Attics o: c~~bt:.3t1ble ;-.ater!1.l sh?!!ld be d1•:1ded into areas ~ot exceed!~ 30CO (9000) "qu~re feet. Soctlon 3205 (b}. Root dralr.l6c ohodd be cor,,kc ted 'Under th• public sidewall:, Soctlon 3207 (e). Overflo\.l' drains ha\•ing th-? e:1:t1e size 2.s ro~f drains and on indi:p~ndent drain line::; are rr(!u1red. I.n. l!e;.i of this, ovcrflo.,,,. ~cuppers three tht~5 the size ot roof drains ~hoi.ild be ins t.alled in parapet val ls. Ove!"tlow system should have t••'ets loc~ted 2 inches above tho lo\i points of the roof. S?ction 3207(0). The :iggrega.te area ot penthonses and other roof structut'es cannot exceed 33-1/3 percent of tho supporting roof area. Section 3601 (b}. Concrete floor slabs on grade should not be less than 3-1/2 inches thick, Section 2629. PmE EXTI!IGUISHil:O SYSTUIS An approved automatic f1re-ext1r.gu1sh1P~ system is required in the Section 3802. This 1ncl.~.des blind. spaces enclo_s_e~d-w~h-o~l~l-y or partly by co,..b·~stlble ccnotruction. U.B.C. Standard No, 38,l}8(lc). Dry standpipes are required 1n buildings fo'!ll' or =re stories in height. Section 3803 (b), Wet standpipes are required as specified 1n Section 3804, Combination standpipes are required in buildings exceeding 150 feet in height. Section 3805. They r,.:..y be substituted for wet and dry standpipes. P1re-extir>.guish1n,; syste~ plans should be subnltted to you to deter:nlnc conpl1ance 111th applicable bulldlr>.g, plvmblr,z, and tire codes. Chim.-ieys sho•.1ld com:;;,ly with Section 3702. Fireplaces and barbecues should comply with Section 3704. Firealarrn system as per Title 24 of Chapter 13, Section B 1316. FqllSH WORK STRUCTURAL The interior wall o.nd ceillr>.g finishes •h~uld be specif+ed and comply 111th Table l!o, 42-B and Section 4203, Gyps,~~ wallboard (interior lath and plaster) can.~ot be installed on \leather- exposed surfaces, See Section 424 for definition. nlass and glazini; should conply with Chapter 54, T,ypo and thickness or glass should be specified, Glass and glazing in hazardous locations should coMply with Section 5406. Skylights should cor.ply \11th Chapter 3~. Plastic skylights are allowed only under the condltiona specified in Seotl~n 5205. Rar.ges should have a ve~tical clearance of 30 inches above the cooking top to unprotected combustible ~t~rial. 'H11s can be redu:::.ed to 24 inches if the c~,nbustible uater1al ls protected "1th nini='> 1/4-inoh ;,.sbestos m1llboard, !lo. 28 gavse sheet a,etal or a l!l•tal ventil:.tir.g hood. Section 1901 (a) - Unltorm Mechanical Code. COMMENTS: ··~ . . ---~ ,---.~ -Soils Report Required. Special inspection in con.foril'.ance with Section 305 ls required for the follow11,g work: (a) Structnral concrete where tho design is based on an ultimate coll\pres- sive strbngth in excess of 2000 po,mds per squar~ inch. (b) All \lelding except where done in the shop of an approved fabricator. (c) (d) Installation of high strength bolts. Pres'tr~ss1ng work. Soil classification.in confo~~•nce with Table No. 29-C and-~~---= pounds per sqirnr.e foot soil beal'1ng value used in d~sjgn should be spcc1!1ed on plans. Value 1s subJeot to your approval. Section 290~. ~he fow\datlon 1,wostigatlon 1•cport msntlonod in plans was not included in clata forwarded to us. It should be oubo1ttcd for review, Aoccptancc of tho foundn.t1.on 1nve:st1r,:it1on report 1G rcoo?n.mended contingent on COIJ!pliancc uith local ordinance5. All inasoncy or concrete clements 1•esi,,t!rig seismlc forces should qualify as reJ.nforced ole11wnt•. Section 2JH (k)-3, Concrete shca1• 11alls ohould coml)ly wl th Sections 2G3?. nnd 2617 (J). rrccast conorcto w.,11 panelo are limited to an lt/t ratlo of 36 (2~). Scetlon 262~ (c). •• ·--------- ··-·· ·---·---·----------9- -wood members r.i.ay support loads fro~ masonry or concrete only ~n!er the condi- tion• specified in Section 2516 (a). Structural calct1lations should be su.bmitted to justify the adequacy at tho structural system in resisting seismic and Wind loads, and supporting dead and live loads. This includes foundations. JUst~fyillf. calculations and details should be provided tor _ ..... a..._·.,d.,·c....,_, __ ·._{ __ The root should be designed to~ uplift Wind pressures with due consideration tor lateral support of compression flanges of flexural members. · Floor load should consider a 20•pound per square foot partition load. Section 2302 (b}. · Marquees should be designed for a 60-pound per square foot live load.· Table llo. 2}-A. Garages for the storage ot private pleasure cars should be designed for a 1111nimum 2000-pound wheel load. Section 2302 (b). 2x laminated beams should be spiked together as specified in Table No, 25·0. Section 2518 (c). . Live load signs are required. Section 2309. See --------- Olued-larain-ated ltt.~bc;::::-~b:-uld be /'?.1:-!•icated in 2.ecordanee with U.B.C. Standard No. 25-10. A cert1ne2t-e of inspection should be submitted to the-_ Building Department. Allowable stress in gl,,ed-1:,-,,inated n,e:nb~rs over 12 inches in depth should consider a depth r,,os,ction factor. Section 2511 (d)-6,. Radial. 5tresses in c~u-·::ed gh.,ed-12.min.ated wembers should be within allowable values. S~ction 2511 (d) .. 4,. Radial tension stresses are 11111itcd to 15 pounds per square inch. !f the radial tension exceeds this allowable, mechanical fasteners shol!ld be used to resist the entire stress. Wood studs are limited to 11/ feet in height for 2 x I/ and 3 x 1/ •s and to 20 feet for 2 x 6•s. Section 2518 (f)-2. Exterior walls and bearing partitions below the second story 1n three-story buildings should be 3 x 1/ or 2 x 6 •tuds. Section 2518 (f)-1. Bolted conntictionr. e:r.po:;ed to th1? WE:'?.ther are limited tO 75 percent of the alloYo.ble load under pr•otected co_nd1tions. Section 25. 1711 (c), Uniform BU1ld1ng Code StanO.ards. · Spacing of bolts should comply v.ith Section 25.1713, Uniform Building Code Standards.· Imported bolts do not comply_with code requirements. Anchorage of concrete fl.nd m~sonr:, walls should comply with Section 2313. Designs which rely on cross gr2.1n t1;;nsion of wood members are not acceptable since the Code has no allows.bls ,;·al"'!,;. A positive means of connection such as Joist anchors or clip angles sh~uld be provided. Exterior nonbearing walls should comply 11ith Section 2311/ (k)-5. Note that connections for seir,mic purposes should be· ba~ed on a ncp II factor of two. Table No. 23•1. Plywood grades should conform with To.bl• No. 25·B. Justif1c&.t1C"n 1s required that fm.f!'icient slop'!! or camber 1s available to assure ade~~ate roof drainage aft~r l?ng time deflections. In lieu or this, roofs must be designed for pos,ible ponding of water. Section 2305 (f). Details on strcts!ng method and h:1.!'dware along with justifying data are re- quired on prestresr.ed c:cnc::>l!te t,:•ork. This data should be submitted and approved prior to. crdering of materi~l. Note that all t~ndons should comply With Soction 1/303 (c)-3, for flre-rosibtive Pllrposes. Welding Vided. or test d.ata or de'tg,1.ls for steel ~~eking used as a diaphragm should be pro- Information ~h-1-u.).d com;i).y with a specific XCOO rt.st,;a1•ch recommendation data ~ubmitted in CO!np).1.J.~ce with Sti..:tion 106. Details .f:hould be prov 1ded on roor ( tloo:-) diaphr.agm connecti◊ns that indicate how the shears are tran~f,;,rred to \~~rt.1cal shear .. res1st1ng elements. Connec- tions should be justif1e:.d with struotural calculations tor compliance With allowablo values. Straight sheathed dookll\g should be just1r1•d fo1• diaphragm ~ction since it ls not cc.vereid ux>.d~r Secti')n 2514. J\:.~t1ticat1on ~hould t>c bd.Sed on the discus- sion c.!' tr.c1n!:.11t.r.M1 ,h::athtng, J';.igo 4 .. 126 or th-e 'fh1her Cl)n;,Lru.ct1on Mzi.nual issuc.d by the Ameirio.~~n lnst1 tt,te: '-'f 'l'1mber Co1r:str"U,;·t1on. Nailing for gypoum bo~rd (lath, sh<athing board) used ntr·<1ot.,_rally on •hear walls should be spcoifl~d and com;,ly with Table llo, 1/7•1. Shcnr wdlR ut!liz1nll cypsum boo.rd (lath, •h•athill& board) cannot b• u•ed to resist J.oadn 1mpostid by 111iH'.oa1ry or eonJ.rt,tf, walli.. r~ootnot.o 1 1 Tablo No. 1~7-1. -10- The Code h~s no pr~v isions r~r ~tu~ce ~hear walls cnlc~~ it c~~p)ics with n specific ICBO re,;earch reco~~1er.d .. tion. J-ct-in br .i::cs ;;hould be Justified on the bc>.:.is of' t?11 nailing and ;:.nel~ of 1.r,:;tallation since the Codo has no provisions tor allowable valu~s. Railings should be de~1gned to ~ithstand a 20-pound por toot horizontal torce, Section 2304. Ceiling Joist.; should be de:o;igncd tor total lo;,.d ot not loss th:;i.n 10 pounli:- pcr squ.i.re foot. Section 2304. lntorjo1.• pnrtitirms shou.ld be Justified str,•.cturally tor strength end do- tlection criteria set forth 1n Section 2312 (b). ---....------,--,------..,....----should co,~ply with a specific ICBO resa.-.rch 1•cco1:.in1md<~t1on or Justifying test cl;1.ta should be submitted in co~pliance wit h Section 106. Wood 111erubers entt,rir.ig lilasonry or concrete should cot1ply with Section 2517 (c )-5. Plans should ind:l.c nte that foundations extend belotf tho trcst line. Lap splicing of No, 14 and No. 18 rebars is not allowed, Section 2608 (e), Wood de5ign criteria sh~uld be b2sed on 1ndu~try st~nd~rd& published in Octobor, 1970, Wood is no l o:13er graded u.nde1• criteria set forth in the Code. ·Reference is mnclc to Research Recommendations 2569 2nd 2180. · AITC lmr.inating specifications sh0u.ld .be used for glue-lam construction since indust1·y no lo;igcr uses the criteria set forth in the Cc;de. Reference is li\ade to Research Hecorr.JJ1endation 2519, Nailing fo1• plywood diaphragr.,s (i.hear walls) should be indicated on plans. Data should agree with calcul~tion3, See _______________ _ Structural specifications should be Gin plans. This includes concrete, l!lasonry, Mort~1•, grout, lwnber, plywcod, reinforcing bars, structural steel, steel decl::lng, etc. · M1n1111t,m roiuforcement should be provided for masonry walls to comply with Scctio11 2418 (J)-3, Minirnu.m rein1.'orce111ent shot•.ld be provided tor reinforced concrete wr.lls to comply with Section 2622 (d), ~ •• J •• ~ aation_a~ Ele~tric Code _ Ord. #8061°. Prov1de s1ngle line drawing and calculations.for / Show panel locatio·n and size. in each unit. 200 AMP service or ~arger. _....,..._ Al ~;rizontal feeders to be in a_n approved raceway . ....1...._...,_ __ .. _ our duplex receptacles maximum on each appliance circuit.s/ Ground Fault Interupter required on all exterior 1970 Uniform Mechanica l_Code -Ord. #8055. Show siz: and lacti on of F.A.U., venting, return air, ducts and registers . Show dryer vent to outside air.s/ -J Show 120 Volt Rece t 1 . . combination air. Mechanical plans requir~. ac e w.1.th.1.n 25' feet ·of · equ.1.prnent for ¥ervicin< fee. 509 1970 Uniform Plumbin Code -Ord . #805 . Show temperature and pressure relief valve and ,{ S discharge line on water heater. Indicat e height of water heater platform. landscape and irrigation plans requ ired.-O d »goGO r · ~ • Sec . .2..L..44.200. Provide sizing c 1 1 t· . a cu a ~ons for wate r & gas piping. Micro Film Copy of as-built plans required. Fee Required. e2 All Apartments & Condominium Buildings Must Have Fire b ~et~a~f/ App::B2 d Decision No. III. } ~/f (Jc,/,~? J-(L ~ fl/ 1 r/) /4 --~. ~~ ~ .&?-~ ~ a ':4( :s </ ~~/?-14/ d I ., ' INTERDEPARTMENTAL INFORMATION SHEET BlJILDING DEPARTMENT ./ ~ • DATF-6/23 BUILDING ADDRESS: ~,S-C.., (7""'~ C24,, e_ //, i2.cA ~I f71ht.e icZ4 , ---k BLDG. HEIGHT_.-.--=-__ ALLOWED -.., ( ' FRONT SETBACK _ ____,;~=---SIDE YARD._____ . __ () .......... ...;;;..,__INTRUSIONS t t)WJ ENVIRONMENTAL PROTECTION REQ'TS._C_-=------~~:..:...:..:....:..........::..=.:..:::....:::;____..:. ISSUEPERM ---+-//_OCCUPANCY >4:/J t( \ ' ENGINEERING DEPARTMENT __ .:,,#a ez_::,\ CT 7 3-3 0 R.0~: lN6Dt</I I INDUSTRIAL WASTE N'/A -: ;,..> ~ I• II ------- I MPR0VEM ENTS ¥A .S~ ER CONN ECTI ON_•-=--:·=-....::,,·:::...__-__ --:--:--::-t=-::r~"l1't""'.==- DRIVEWAY LOCATIONS Clt'ANC-£J fQ. 3f.JFA~I(,( ,e GRADING PERMIT_;;_'L=~-4---1---- E:SEMENTS ~ ,.__, / ............:=-=,::;...::,,o.-~~""'--~~ LEGAL DESCRIPTION OK-'--=c.....e....=----------------------------- .;· ';.. . .... ADDITIONAL COMMENTS ?,?c~ ~-.l>ru"' ,. u V / 1; ~ , 7 t--./ • '--I /;I"\ f u , "7 '31 ·?4-~·-• H/ ISSUE PERMIT_-L---"'-----DATE h '/ 3 .'?3 OCCUPANt:Y_..;;;;;;..;;;..VD/"--_-'-'Ff/;,c...1/_DATE 2-/fG · /7-9 S ,,:;;:.-p-,£ .FIRE DEPARTMENT SPRINKLING SYSTEM ____________________________ _ FIRE PROTECTION EQUIPMENT ____________ FIRE ALARMS ________ _ EXITS:::.----------------------------------' FIRE HYDRANTS ___________ _ LOCATION ____________ _ ·\ ADDITIONAL COMMENTS ___________________________ _ CMW ,ADDITI -.-- • SENT TO PLANNIN RETURNED TO BLt,111. CARLSBAD ___ _ -=---~---OCCUPANCY ______ DATE_ SENT TO ENG. DEPT. _____ _ I I RETURNED TO BLDG, DEPT. ___ _ 8toa·. ;is:2,;i.s-'I; ~,1 ;2.s-e :s-~Al,~I( , (t3-1).,.7'1-:i4~3~ 7'/-;J.'i&~ (_4),~ -.x -,~ (·"-' /0 ~ ( .,.J ) ,v--PER= m:., REQUIREO I Owner ~ ~ iJ A(~ Contractor ~\.... · Buildlf'l9 7 6 -:l.. ff~ L£ -J__ 2 r/?&; Plumbing / '? • d ,£-"E . .:: i'iJ.d U J ) ' Electrical 71 .....::;ko ~ ~~;;?[(~ao <f)-0oos ~J'O~ Power Pole ______ : l4osbanisaJ. ----=.,.,_..,..,.....,....,_ ~ Plumbing,baodsca~ ?f(--ZW--: , Sewer -'-V4t.(J-lt. -/ ::, ff 1/Z~ Encroachment-------· l Grading _______ _ list of Subs ________ I Swimming Pool , Building _________ _ Plumbing ---------Electric _________ _ ., '.1 ';l/.1/ Fence, Walls, etc. ------- Temporary Electric -::,-f" Final CJ.-I{,~ /-If ,·(-//) ·7,'r:.-<-L ~-7...,£"-74 63 7'3 -993. G?..-.~-<~,~ (JJ~~- ~AlS llQU".RH> fOlt FL':-IA.L. , fint lt~udanl Roof c~ni :'icale .r?.Js..:.. °d' ./4 foe/ • Buadlng Oept •. QJ/.:. .. !f..,_!.,-,_,:f}!.ef 7 .c/ ~ ::;:_~~ czi7t777 -fire Dept:·J!r'r-:;/ ---•::;·-,;~r1-; llaclllil'P.f: f.,..f_:..'·r~:;;1:::~· \, , ----,/~.,,.~.~...-:--:; ,..., '5:"//' ?"' (!_ LL -lit-<--/ d). s f.l• \lllL-L ,... -~ ~.) (/ ~L-L-1.. L'-1 L4- /c -J;;;-'7r-l I f. r i' .. IL I '/ I V' --.-