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Home My WebLink About1670 and 1690 BROOK CT1@70*16408224 - - . .04~ V I 1 , --.4 --/---./---- Illk--4.H.. ....i.1 F. i ; /11:4,4 TOWN OF ESTES PARK 4 9(407 BUILDING DEPARTMENT 1#Ff,p>aMA.# 4. 3 P~><*,\~ *<MUM* 1*43~~tbOrT ~hr--r, Rri '1 ..r 4- .:712,44.Â« -ti.9,AN#it'. r t . ..KAraL/rt--20*77 t40 luffwi#rbp "-1-'61* &~/d#SM Pr 9 4 \24/*-3 ' _- 3 -1 ... -1, 4 - Estes Park, Colorado 80517 A Tr, 1629 ANÂ·Â· NO. CERTIFICATE OF OCCUPANCY This is to certify that the Two Family Attached Dwelling OWNER: Estes Homes A ERECTED ON Lot No. 9 Block No. Addition Broakside Sub. 1670 & 1690 Brook Court Street 11 , f Mailing Address 950 ComilichÂ·.Eree,#tl~41*...6, '1*stesc=Baj?kÂ¥ 40 Architect Architecture Que Contractor M,J. Aldrich Dlders Building Permit No. 5727 Zoning R-S Occ. Gr. R-3 has been inspected and the following occupancy thereof is hereby authorized: Maximum Allowable Floor Loads, Lbs. Occupancies Per Sq. Ft. Basement k -Â· / it 1st Floor 2nd Floor Roof 40 lb. 1.ive ..oad Octnher 77 1905 Date tÂ» ---14% 0- G:[4* Building Inspector P. O. B()x 1200 Telephone (303) 586-5331 'W' - ' . .....67 TOWN OF ESTES PARK '-46 jÂ¢ y & Building Department 4 â‚¬*P No I 5727 ff>u~ 04 4 , Art,j. .y - 0./ 4,*r_ ..,4.- BUILDING PERMIT 7-24 -96- Date BUILDING ADDRESS 1 478 4 U 9 8 15 YED Â£))< / Z).a R-r- Legal Description 1- 07- 8 1 Pi R D n HF- j n r:-- U,4 1* * 1 6 51 4 P D, 00 Valuation Building Permit & Plan Review / 48 6. 5-3 NAME E-er jaz, Urph) 2-9 Other 6'- D D 9 5/3 "0." l\- D MAWO.Hla gp Certificate of Occupancy MAILING ADDRESS * PHONE NUMBER _ Total */94/, 33 NAME fA L h-- 1 -b Pj.d }4 #DL-13125 ADDRESS 461-3 "02 0 13Â»96,06*Â« Ep R PHONE NUMBER nFZ> - 377 49 TOWN LICENSE NO. /99 c c NAME ~f~9â‚¬594{,Le- 29~2-13/' 772/ d Arch/Designer/Engineer h e q pt /-T- -2- d. +T-4 Rjz Gk '- 0 L N Name E T ADDRESS - TOWN LICENSE NO. 230 Ada,ess/51) E-, 29 0 , LO Arl. 4 6) JE PC NAME m 6 -Fad_71 -9-r= 4 }4 Phone Number 66 4 -9 D loD , LO . Â¥ ZONING INFORMATION U T ADDRESS B. R Zoning District ,~1'~_ 2~-~ BUREAU OF THE CENSUS ITEM #,/49 TOWN LICENSE NO. _52-2 / / , Front Yard Setback P DE-4) 4 6-TE- Type of Construction I FR, 11 FR, Il 1-Hr., Side Yard Setback H N, 81 1-Hr. 111 N, IV HT, V 1-Hr., (~~) Occupancy Group A, B, E, F, H, 1, M, f.'R,~S, U Rear Yard Setback â‚¬21 3-)23 F Â£ A W Divimon 1, 2, 2.1,<'03>I4, 5,6, 7 6, - FLOOD PLAIN CHECK CLASS OF WORK / Approved Disapproved New Demolish Comments Flood Zone: V -4 H A 0 Â£ 0 Alteration Repair ./: - Addition Remove wrrcT 4 0 â‚¬ PF LPT *lit 9 FbE A- E Use ot Building 2- PA )11 . - b ENI, P M ]22.-CV -7 Floor Area3374 Basement 1stz 534,2nd Garage ~ the above is correct and agree to comply with all Town Ordinances anc i hereby acknowledge that I have read this application and state that - - Size of Building 6-4 X 92 Height I 6f State Laws, regulating building construction and zoning. Maximum Occupancy ~ Number ot Families 7% Permittee ,41, L fr s~>7,l c \1 f Number of Baths 92 Â» t_Full Size of Lots 2.2., 69**PE BY 4-- Number of Buildings / : eÂ»=42 e. Number of Floors / No. Bedrooms Now on Lot - Building Inspector Use of Buildings , Now on Lot By The Building Department will make every effort to prevent errors in Certificate of Occupancy Number / 9 2.7 (0111 )TS to comply with all Building, Zoning and other applicable codes. your application and permit, but cannot be responsible for your failure or-coo =mz20 F. /tiv 4 /\ Zoru/ \ /9 4 / i NI 1-t 1 ij 1 1 \* LOT a 111111 @ R 1 5 1 \y Bz i \60 \ 0. \ \ \ 4/1 Â· ..1 , '0 m 0 Â· 18 , ... , f . Ak 5* / 14 i..,5,12 1% 0 ,, , ..9.1 0 A-\ -4, P.-Â« , Icq 0 . 1.0 /X . 3/ 1 \ - h . , 0/ ... I i Â« k- WgiLAN 579 - ~ A __~f-X' 2'90 2,4,4/Ne 57,08, 121 - i_?z.~4. -- - - 3//~ IN 24,Â°ge'Ov"E 1 7. * ' . -- 5/Ull-@1136 57â‚¬ue)". i / $ --I 1 1 I. / ,4 / 211 1 / -10 ///2100 62) . 0 % 7 Z , .t S. C ~ G U, 1 / 5 / /'#. --7589 / f /04 2/ f itx . â€¢ I /4 erre FLAN / . 11. 1 -, -- lEa 5 E \ 1 7 0-1 .1 ---1 Q:ALE : ~ N : 00 lor * s 900 120' mÂ· W c 17, de' i /, I 7688 U) I LBRAL PE.eaRIFTION W g 1 I LOT 1 , DAHASIOE GLIMPIVISION W -roWN OF 8979 9%% 1 650097 2 LU LAR I M S.M. / dk:>1..ON>Me t'R,221<0 tpl~.IVEL G 2- 8 PROJ. NO. ' DATE 1-2-96 .V - DRAWN Ap ' ' CHECKED ~SHT. Op _ -1 , 1031IHOUV 908 OOVhlO1O0'ONV13AO1 13381S 41621543 DSL 9629-989 1 d *SH3 NNVId/Sl)31IH]HV 002 3.LIAS 'SN3GHVD 83I/\IlÂ¥d 73 Â»9 bNE,< 62 U FT fa 4 92 !2*T*344 4. 4 6?Ff) te 80Â»~ 9 ~- 4): 141-OIl 152-0\/2 44. L b hu 1 14 1 Â¢ 2 2 '1 lili 11 - f ,.- 4,4 Fosr w, j.2 4> .De). e. &00.'1,~~ 1~/01 P.t|Wt' FOST Holt PT. e 1 + 11 14 N OFTION'Â»10 =>VEAW fble# 11 L '2*10 JeT ~ ~ i (E) . -- ---1 1 I I. 6 le" 0,6 - (Trpo . . --ib 0 I 1 - <- b'>de' /2/45, 0 /ANTI Levele. - id.,24 P\A . JET , +1 f % 2 ~ -' 6.|e SreE'.9 fATIC el-43 -b + ' 01'TioNAL 4 N -- 1 1 1 r -1- 3 --1 1 % / Cohx>. STEr h -114Â«6 7. M 1 MeÂ·,l-*am 7 6-ref~ 4 604- 1. ul % gZ 1 ~,L bEAM fDOK.ET - (' * 4- TI U- 1 -11-oil k.-C 0.14, th<T, gk~Â·~10. 91-0 + c *+Yies 6 20'-0"ts ~ 1 1 :~ f. E- 4 1[- 2.--- -lr[ i a le'" 0,0. (17,) ~pl 0 -11-- WAIL OR- -2,6!ul#~21 ~ 705" 61:,05. ~~0hl. Mult / 11 1 1 . 1 i '11 /1/ = 444942**S~EAK 6Â°4 6, â‚¬Ue v , 1- -P \ /.I, 1 P:71006,WD - 7 1~~ 11! 1 7 il lili 0 / 11-----1 T 1 1 'Fl \ i 111-oil L 1 -11 I o 1- 1 O I l 1,59 10" [62- 12 10'/22' 1/ 10 2 10 1 ' los 10" 11-0 0 4 f f i' 02z" k-L# f ~ 11 f f 11 112- 20Â«ai~ f j Fk:KET 1 11 Z 7,16.b 4 (MACO 6, i _3 M~@) I Â»" , 1'411 WI'l. Â©MI, m i f,47 Pr,a (Trf) W *IiÂ· &4(1)13/*'I,10/*" Mi#got-"t~ eM's OrYPO -----SI~Pyr~~ s Z 1, 1 4 461 11 ~__j , ..1-1 4 r ----r | Â·pl> 13Â·23 ,~ DEAM - -3+06 24-, 11' fAO F=MET 1 Â»...VI -4 I * \ 1 1% P- -r- 9.1 . lf\ OMAW L efAce Li FLUB (- AWE wl 0 3 41 at. 4*0~ ' t, i - 1.-~ ~ 1 41 ft=-4..r~ f c tp 4_=u F gRAW D er*ae; BEA -4 414 1 2% 10 JOT, ReFE,12 -To ADJACEkiT VUM,80 t i 1 fouklÂ»T' 04 FLAN Fâ‚¬'12 IJI APPI TiONAL I xj Â»gMA-noh' I <-_ LL_---~ -rop of daND. SL.~~p 111 1 1 10 DE FLUSw w/ Tor or 1 [-- - ' i l__-~---~1-~- 77.-4-4 -.-cpl-4- 02, '211'1 '74/ 6:1: 4 --1 -1 ..IL~--Â·*Â·~ 1 1 (&611*~A-v~k*Yw,Qg ' p#, 1,<1'2. 31' -P-- -- - ------ â‚¬ t. p- A/60. IbITUTRANe MEMÂ©66#6 1 _. _1 , 4-- 1 1.L~ .' -Â¥ -I-/72/ ~---I- -I- ~ .ar '2.10 BIM JOIST.) 3 I i | 4, - t.fl Ir 'll . ---, 1 - 1- 1411 Ex r. JOI hi'T MATER,IAL *1 1 -, 1 tz Ula 1:1: 1 27" THIcKEN EP ]. 4- ./.' ......... , 29 j L *ASAae elÂ»ts .1_ 1 11 1 UKIEÂ·*GAVHTE.0 1 1 44' 6,RICK-LE.5'946 Â· d (0#6. | l N -5 *' GAIG, 465* 0VE12.. u<l~zil& WWA 1 11 L 411 gzAID< LE.cut 3 STEPs .Fi Il - 1 1 7 - 0 i f - 0 Ill 111 1 1 H i 1 0 4'Â·0" W ge C 11 1 11 0 & Â£2~46. WALK . 1 8,1,60 14 OUT P:P A 6412.. 0#. -1 ; 0.,4 .-- 1.- 0 2 - -- W . 3 -4Â« 1 1 , N/ 02' x 160 " EffÂ£A p *Err I N' 60 ~ . Tff. d. AL COKIG. WAItS -* I PRIVEWAf 6 - 'ff~- " 1 4- 2 101-4 '2 L Z" Ill" 0 1411 : toi-011 1 101-2711 41*11 te w 11 11 10 L 0 /20'-1 ; 61-411 1 10 Lb 10 LoIl ' 1 1 M , k rl.0/4 12.'-10 r - , 1. 3/ ALL DIMENSIONS ARE TO CENTERLINE OF BEAMS AND COLUMNS OR TO FACE OF CONCRETE WALLS. 50 2. FOOTINGS ARE SIZED BASED ON AN ASSUMED 97O~P.S.F. SOIL BEARING CAPACITY rouh"PATION! WITH NO EXPANSIVE SOILS PRESENT. CONTINUOUS SPREAD FOOTINGS ARE>S<0./0 *21 \ \ 4 -44 ..yVITH*#4 BARS THROUGH. PAD FOOTINGS ARE 12" THICK Wll~#4 BARS AT 12" ON 45Â»LE ; 1/411 - 11011 CENTER EACH WAY. DIEÂ©ElyED 3. '2 TYPICAL SLABS: 4" THICK CONCRETE OVER GRANULAR FILL WITH 1/2" EXPANSION . "\1 f JOINT AT PERIMETER AND TOOLED CONTROL JOINTS AT 200 SQ. FT. EACH AREA..Â· 20Â£â€¢~} 6.9e p 4. ~ ' SLOPE FINISH GRADE AWAY FROM BUILDING AT ALL SIDES. JUN 1 4 5. f TIE ALL EXTERIOR SLABS TO FOUNDATION WITH #4 BENT REBARS AT 2'-0" ON COMMUNITY DEVELOPMENT DEPARTMENT CENTER. ' SHT 1 OF 6-699/EOE 007 31.InS 'SN3CIWVD W31NlVd n Logii S3V\IOH S31S3 -1 03>103HD SNOISIA]W 1331IH)kIV .ONI SEI3alln8 HOIEIG-IV PV\I ON 103rObld ... . 4 1 1 411 I 0 1 11 570~- 6422' 44 - 8/2 2-0 1-0 141-01 - -- ----1/ 1, e 2 1 11- 2,11 1 1 - a 1 31,4.9221 197 L 492 10 1, eli 14.10" 1 1 /4 12% St 299- 859 V I ./ - 1 1 L 1, 1 1 1 Â»~20 494 Al 1 0 Id - ------ ---- 77 . .. Ur- *LO" WIR N X 21 ..tb , M ./ 1!US -4 3- _ - - 13<AL F 1 6:rric)hIAL ' /41' LONE, -Ib , WOOP 192.WACY 1 8 Ove.~0 1 11 re,16& N i *BOR M. 7 ~ ~ FtÂ¥2<54 W 11 . ~ ~ Â©s Cl-92, 2 3Â® 1 ' 4 6040. STEP 1 -- _ 94%Â£/6~ ~ -- - fl 11'~ H 10.- TRu* r' 1 h -Â£45616 _26 ABOD O 1 i Ms 1 0- 0544 - 4840 - 5 / r IJ-.Lit_~jit---4~-14 1 -1 -3- 2 r w 0 61 * 1 -- P & I - Â· _3 6* coe 1-90 1 1 W & 1 V 345 2'a 666 F 21 i '6*0 9*k Wzi -9 1 *Ct; 2/pi ~ 1 1*TA . es DAM. 1 WAU- 922 PET, - 0 -1 011-*AjAL , ' l 1 5~ 4">ct"*10" 03,1(6 leÂ°3 - f L p/OC T,,ue,as , 1 â€¢A = h r- 4090 f 121* / CA LINE of - 8 m P' ~1/~14 *UND -- j %3 (30,2 011 /22 --4 1 - LA L, VA.114 OLA, ~ %194* TKLES $ 4 = , orTIONAL VAUL:r, 6.4,* 41 -2 . 1~00. IVI ALA AM, 0 1-f-it 1 * 2 52 9'1 AS i - h -I h , 1=.7...~2~\ 7 . 94 0 *C ge M Er /th 1 11 MeTR . DEPRM 0 -=4 41 2 *BOR.M. 1 - -1' 4 PEORM. D ) 1-Â»1:, / //,r r.lif~ a. 1 4 -4" . 704 -4 0 = ./ 4 /1 '111 11 **3 ~ I o'- 'z" 6& 7' S -, 1 8 4 / r - 6, r ;3 *: 1 + 44 fÂ·Â» 1-'v'+44 SM. i -12 0 41 1 ~ ~ ~ Â·*- VAULT. 61,6, Ar 2* 6-1 - -7. 1 1 ... Ine, /1. . 134 f REFER TO ADJAGENT~ ~ LIKIEK|- 4Â»1,4 0- ~ ' ,~[Â·k>-2-4-i>-1 i. - W 1 - 1 Â®FLE)< FLAN Â»12. / 6 SHÂ·.fÂ«,f_FL \34 1 -rub /9Â»WA.~ = Z -9 e Z a 1 - lf, L (~ 6 4- 12%1[76,2 LINE k 1.ou,/we -41%1~0-1,1 1. L.///4 K Di+ rl -4662- --4,1.Kiw + 1 -8 \CIOMATiou- ***01--4---6144---Â» S E 92146 MIN, 10\ h ET-14 1 -t in 1 1 / nLA - - 9 Lh J ' 100 6,4.1 h| 4#114 01 2 64 - --1, . , - 1 11L~- gall,t Â· e W/H iph ' JIN R.Kn.4- -r E-1-4 -1.D.,1 1 3. 8- - . . -1.-r ., 1.. 1 1 6 2 2 ..1 4. '1 '. 1 1 U.- , I . ' $4 qp ~~ 2 8 1/'-1 M.4Â«bl -Wi. . OLa .01 9 11 'i -3 1 1 7 1 - . . . 1 - 0, 1/ . 1 i r "r, 17*ZL ' elly 5 3 &2 (n -M) , , \2 - - 7 ~17, W , 1,1 ANTÂ¥Â¢ 9*a,Â»,\ / - *f , / 1=1 RAWaE/ -# r j 1 9&#1'fl it' Q u N (+ - t Ld m 1 k.-, . .1 la . 4 y 45-9 1 - U 20 1 1*our 64 7%4 40 1 Â£ 1 Â»41)- , â‚¬1-41 ' -4- 82' .F,f ,~ -3 L 11 44- . IOf-1 - f$ 7 2 2- n . -1 1 Â¥- - 24 k. ITE+FEKI 10)Icl L 1 I -- *INK 1\ 4 14Â· ITOHEN -~ ~9 < CÂ· VAÂ·ull â‚¬14*-r - 9.Jirt--4 3 0/5,0.., j , ,)A -7 " UÂ¢ 1,4 ..WI U. p 2. +42~ 6% 9.00 1 +11 ouÂ«,15801 Z~h ~7- '210' ~x 4-10'14 /,\~><0~ 2 4-3.41 1 3 1 GRW & '5194<50 ,+C I 11 1/1 i I 1 K.D j FULL 144,T. 6 WAUÂ» \14\4\ \ =~31*494*__IE+ _ /-_ -â€ž_ _i__ _.6 ~ -' --- -_.1 ~14_ _- _- ' ____ _feâ‚¬1182 65#11,144 -- 6 -~' \1,4, l ./ -f ---1 1 '1.\Aff.FrE-44:\ .:-1 1 CD CD \ / h /1/ 1 N *K <9 ' i It M TAL'159% s 1--3 - -r I / 2\ 1 1 ./ *. , c t:]9 -- 45 *0L__ _ __- LO 49 - 1 \ CD 8610, - - 1 6 14 m -- -re |B'EAB. thle ~~--4 @) . 14" x 1'4" Micgo. L,449 0 0 1 1 Â¥ 1 I. . 4 -0 4 Vew e.e~ --g) NE* 42'4, ew" 6*Ig,Gre d -1- __d ,Â· L ff a A elfQeR TR-1,9 1 i, 4 LO / Arle Ado@99 --N-~ - 61AAAME 1 . \Ii\\1\\\\\\ \\ I 1 9%49 41" \2 ~%*%101.': =13 \./ . .14. 1 98 20 94,< 1,6 b . 1 /1 Fe:>16 2%10 / 2,0 8,â€¢pale, 5*12 2--- .--.7 + L FaP LINE CT(fo 1~- 1" AIR- Â·51%:e \,1*0 . 1 61-ICK * 2,Ull,ty , 1 08* 0%8. 1 i P; 12. PITOH \ 4 Â·42' 49,â€¢14 91-Am, 1/49 , tz . 1 607" TRilises - 1)99 19 . 1 1---2 4 ~~~99 4 er 9-12 PM-TE) rE - 918-X ) 12 , )4040 -4 = 0, UK' IT D Â» UNIT A i . . 1 .0 Â·,0, 7*39*es _ ---- 41+ St - I lot* 1 3~ ' j i f~ ~~ ~ . 8 2.Le Aer,1\ -~ -- 1 411 1 S. M 4 1 1 \ 1 . , /1 89 1- % -2/w J . / 1 \ - 1 . . \ r /$ .. 1 / 1/0 5 >< 1 9 0, ~+0 57'*-, Â· --2/ -- -9 1 M N. : '7 14- pek. ~le HIP&, I , r 17/71 /43 3 1,0 . ......... --- -. --'........... ............,----- .................. 1 _1 - .. 1 \ 11 F n 'O WIGE. coNO' C]glve > .. *e LD , 11 11 11 1 1044 010" + lor- 104; \0 -0 1 11 / 2 ---78 --- 4 / 2 4 - *rk V X i. 411- 1 H + 1 1991 U.B.C. CODE CHANGES -RESIDENTIAL * ALL DIMENSIONS ARE TO ROUGH FRAME. * ALL HEADERS ARE DBL. 2 x 12 UNLESS NOTEtD 1. Section 1210 icquitcs m additional sniokc detcclor- withM cnch F L,00:;S 7644 * ALL WINDOWS ARE CLAD, DUAL GLAZED: FIXED, bedroom. Ilic power soâ€¢irce icquilcment lins licen clinnged to - CASEMENT, AWNING OR DOUBLE HUNG , 01~ euvERS 2:~r' _i require a battery back-tipto primaiy power. 91-148 CENÂ¥'RJR-- (112,) ANDERSON OR EQUAL. CENTER WINDOWS , 06*LE : 94-- /19 IN AVAILABLE WALLS 2. Section ]712 mlices dic spacing between bal st c is fram 6 inches to 4 inches on guardrails and sl:tir rails. , â‚¬ 3. Section 5406Â«1)5 icquitcs safely glazitig for Ilic enclosures :md building walls M areas contailting hot lubs, Whillpools, s:innas, sleam rooms, bathtubs, and showers when the glazifig is less tban I 600 inches abovc (lic sin fore or dia,11 inlct. 4. 11,c uniform nicclianical code now states tlint sii,gic family ~ dwelling mils need to provide a minimum of n 6 inch roiltid (Itict SHT L OF D to the ful nacc or water |,cater compaitment for combustion air, 8Â£508 0091:I0100 ONV13/\01 133H1S 4162 1SV3 niog S31/\IOH S3 - | 03>133HJ SNOISIA38 ' 002 3.LIAS 1 -21*-IC'qd NHJ_ ONI Shlaallne HOI ON 133rOUd 163220 GENERAL NOTES 1. TYPICAL ROOF. 20 YEAR ASPHALT SHINGLES OVER 15 POUND BUILDING -- - --- , PAPER ~ OVER 1/2' CDX PLYWOOD OVER TRUSSES OR RAFTERS (SEE FLOOR PLANS). PROVIDE TRUSS CLIPS AT ALL BEARING POINTS. R-30 BLOWN OR BATT INSULATION, 1/2- GYPSUM BOARD CEILING. 1 1. 1 AD ?12.'EZE - / ----- --fu TE 2. 1-xe' PAINTED FASCIA WITH 3/8' SOFFIT MATERIAL WITH GALVANIZED 8"x 16' ,/ SOFFIT VENTS AT 6'-0" ON CENTER. OVERHANGS FROM FRAME AT ALL SIDES 979. /2 AS SHOWN. &MT* wl - ---------------.---------1-\% k-- -.rK-. 3 TYPICAL WALL: BRICK VENEER OVER 5/8" INSULATIVE SHEATHING OR e Â·- ----- Â®WWOMPUT .- - HORIZONTAL LAP SIDING OVER 1" RIGID INSULAnVE SHEATHING OVER 1/2Â· -/ - t.. EXTERIOR BOARD OVER 2"x44' STUDS AT 16" ON CENTER. R-13 BATT KRAFTÂ· , \ -- 9.-- ---* -7,7 1 >< 8 1566616 FACED INSULATION BETWEEN STUDS, 1/2= GYPSUM BOARD INTERIOR FINISH. 7.4/ 4. TYPICAL FLOOR: 18 TONGUE AND GROOVE 0Â·5.5. GLUED AND NAILED, ----- OVER 2" X 10" JOIST AT 16" ON CENTER. 2"*4" REDÂ¥'~OOD OR TREATED MUD a SILLS WITH 1/2' DIAMETER x 10Â» ANCHOR BOLTS AT*0" ON CENTER. CROSS- ~ BRIDGE JOISTS AS REQUIRED AND PROVIDE SOLID dLOCKING ABOVE BEAMS B lF=============7========-=====2==--- - - -~ ------ I i REPM r=-=liTTifi ./---j-=====~.:=======~i.=iil=. .2---_#---_ I.-I.-~.U--__ --_- AND BEARING WALLS. - 1/ 5. SLOPE FINISH GRADE AWAY AT ALL SIDES. -- - - - -2=[ --------- 4 E-44 11 la - 'fr-1-3 LU] 11. 6. TYPICAL FOUNDATION: 8" CONTINUOUS CONCRETE WALLS, (SEE FOUNDATION ' 1%4 -re IMI (Tre) 91 PLAN FOR HEIGHTS) WITH (2) #4 BARS AT TOP AND BOTTOM. FOOTING SIZES 1 ~~~1~~~~EDERR~~NG. ASPHALTIC DAMPPROOFING AT OUTSIDE, 4, DIAMETER L-Â»==4 Elli Il 1 , 11 5 - 7. TYPICAL SLABS: 4- THICK CONCRETE OVER 4" GRANULAR FILL WITH 1/2" EXP. r 11 1-1 1 1 414111 f i r-1 li 1 Â·F- 16~~2~~2~~2~~ - - - 1 , fl. - JOINT AT PERIMETER. AND TOOLED CONTROL JOINTS AT BEAM LINES. 8. TIE ALL EXTERIOR SL ABS TO FOUNDATION WITH #44 BENT REBAR AT 2Â·-0Â· ON j ~ -- - - ---------- --------------- Â£4 - 11 --- -9 11 - - CENTER. m -- 1 1-2 -â€ž ~ ., -M#Wil-- 1 0.1 OK VE REER.. (Of71 0.1 AL~) 453-r S LE VA-Elot+4 - Â£96:>A LE : %4" S I Lei ~ 64 F.Â®p vers CTrl.) 2%8 5.PTÂ»G 6 211911 4 OVER 7<LGDOD .. - ia-%-1---------------------_~ M---~ -23% 1 U t e 9 9 9 U I - 1-- 7\44/ 1 1 1/ish,-X Â»Â» L.EzzrFFL-11 MI . 1 11 ---1 - 111*=1#] . . I ~-- cruTTU- 5 orrlow.1, < (27'-0, 016.4 ~ c Â£>FrioNAL gbvege:=> 220/14*foUT Grue L Trf) PIREFUdg j fg , vAGY FENCE .1 9Â»60 e,Â« CLEVATION eOUTH BLEVATION| 12.00* 712.39529 8'21-01106 - _~JE 46*LE : Ve & 1 Ir>" 78>* 8-Yw 02 3 0 8-Rk J- < E-4 OHT' 4 % ONE Tlzu*e 2,11'f */ 11 1 w 4 â‚¬>TU 0 6 107" A:>, P 1 2%., 444 - EA, SIC'E 11 Â«10Â£Â·- Dulup Â»ca-e w/ U . h . 1 1 Al IrliT. I F.--===7.11 1. lf-Eli==un= 1 - -J J L-I 1_~ain__u='EL -rl _____~___1_---1 H i r--rÂ·~ * LU 11 111 111 1 1 L-----4 -1__137-\ 27NG. DUC. W.i 1 *315â‚¬0, TR.4,02,29 /Ok/NX- \0-39 - 1 41 6 2,|67" AD *- k-/. 1 4'ke,Ic." f %- I 11 7 %* SAFFERe / -/ %,ca<x-- Â£591*6, 271,LUIâ€¢:. ~ ~--41 1 ;45 7-3 \1 -\ ---1/-<INM- Â»91\ "al *1 11 4" Nouhic, irr'T ./7/ 1 1 /XM KNX ----- ------T h.1' TE 4 855 =,prr'~ , -) 3FrF-- -Â»% VE,-5 43- 9'-g>" Ni tr-n-----4Â« - -- --+ cD OVER- 12. to Jer, 1 10"dE AF-- 1 1 9 8 1 1 trrl 1-2- 09 I / '''-1 1 F - 370 1 KISUL-} '-3 -tiji-1- : "-- - - i R| 1 4,4. arl,196 jâ‚¬ 10'Â» 11' 17F. -01 wig-lo t'k'Â«11-, -- ~---------- - - 4-1 1 , 1 - ---- QI ' ..ECM. 1 /2,4 + T MEATE.17 9 1 64 - _ --L-< F -t |/9 1-Â¢ 4 ReD skiT'Gr 11" 0 F B i e' 62Â»16. : . 4 - 1 68 A/#12Â· 2, 10 Jer. d 100 " 8-4 ON' C,M. 1871~0014 V=Â·-7-:=flat il -' 4 0,34 2 LE VAT1 014 m â‚¬ 0 4 + BÂ»AS (gor.rrb ~ -~ I .1 4 i - L____ # 11 >< &11 * 1 00 62445, .. ircu& , . .zoe-3 a @6661- PON. WAU, (orrIONAL) 0, 1 i'21' TWA . CONG. - C-k .. Few, WALL - 84 6Â£>,0. l~Q~l i lu~ 2 -3, 5* ~ I Z~ 0 Â· 6 . 1~Dril~ /Th WAIN, 08Â©TION| k '* 1 VerÂ£, @ 324 e.ed/Al e MT led -Efr-=7-.'FU------1 uj *111 -->4~~~~~~ 11 // 1 6 . - -- 1 LU CZLIZE=~ZE==~ -- lu. 1* -r-+1 u --- r - I E . 0 9629-989 S31/\10 H S) . - ONI SE13alind Holkla-14 'r~IN 3*11Â¢142 3 01-1- 1 f ON 133[-0Hd