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HomeMy WebLinkAboutProject Plans PA2001-043 for CC2001-001 New sketch showing where new sewer&water — 616 Begonia Avenue laterals will be installed as required for condo DATE OF MEETING-March 21,2001 _—.conv.2/2/01 I FILE COPY I z-� 2'-0 Do Not Remove I W � I 0 gC EX/sz lLEcT _ �'► vs� MCTE,tS ro Q 616 610VAi 3 W 1l �.^0 7 ' G gRf�trE CA/ZPO�?t v - �I6Ys d6 y: I J v .� 6/6 Sr6:01V I F141rro �} UN/T616/y i R REA A?Bove 3 3� GARAGE r I I S9Wi1? E7cia? GAS M6riRS . FROM l FOR 6/6 6/6f/s ` EY/ST.C.O• r a . wArciq 616YL 1 W Vf i AMf0iEO 4 sAM TjWEf EtRoM 016�t C��� �'' 3�---�+►.... IL EX/ST. A 14.as SAN.SEwERQ a s -c . •sa s s.as,a s. fuNv� A� �s �� ��1 sir w��.�'�[ f� i�.�5� . O T v ` IbS/gTi"R GFlf.E�AL NOTES zoCqrtoA1 MAP. SEWER Li7T'rRgL. NOTES I EXlS7: PIPES SHOWN Q 3 rslilfER METER/3 ' INSTgLLED BY CITY /N1. 1 . LATt7?f7L GONSrRUCTION SHA,tL CONFORM IVtHUS: Q � !!i LONGRETE merER"$OX /NSTRf co BY j FOvRTH AVE. L/TY 5.?'D. 405-4 ' �j06•L I P OPOSED NEW P1065 Ivow 11 W C'ONTRRCTOR /N COYAORMgNCE WITH Q Q. LATL7?f7� P/Pc*ICTS-S. /N 4,Ury Tb ,6E -4".SOR-3.S PVC• fHtJS: "� Q 6 � 4 STD- SO 2-L.. T 03 /NSPUL SEWER al-r~007 PER CITY Sr,D—406-1- I 0 V)J /'COPPER StRV/CE G/NE cONNEOTION I ,�.•�+ @ /N_5Mj.L SEWER LATE.QAL LONNEY.r/ON PER em STD-ROS-L � Q J GRL U9= q ro Gn'y M/a/N PER STD-SD2•L. 14 .+ - O ClJT 4'LA? EX/QT 4A.s.s SEWER LR•FERAL FRarl 6/6.1/Z 19r�Y' s E: ►-0 PATE . -*/20/99 f�E iN to EX/S 1. P9/VO71r S6WCR 4 INC. �F R - . _ __ _ 1 -D-UP PA2001-043 for CC2001-001 - RR -XD N 616 Begonia Avenue tDATE_OF MEETING-March 21,2001 616 & 6161/2 BEGONIA COROXA . del - MAR for _- • Mr&Mrs. Leo Fitzsimon A. --- - - (714), 538 6511 400 Q' .p� , '•I I I I pL/gr/T-E1Z F12�� / o2'a°� t'O3. i rb'I Q I `00 t I I t -� //B.ODI T�pw r(✓a �s �iot 87� ��.v �cii �.. per/ ��sr .t Fr .n/ �� -►Hi ry vK[ wwl ary t,A •'G• 'i n-. ,..,.._..-.. _ _ �1/ '� V/// /1 hY W/ N mil✓// Nil Wi I W/ B"-'r-� . • - u / „._ /I XC Z.p� \si �.• vy.. .(ir• �.. �/r' � N'_ � � ,-. _v. .� /•Lf qBS• 17!!q/P(�2 o A7/N: - \ _ I -,� _�• ••,X,IQ�. 1._ J �� ,'. .�. �+y\ �V� - - ,. �^� ', - •• i 1_ YA- - f- - - b . 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I ; I EDlso/v co.A,P(RDY�� k To I of e-ma a e A/ortrN - • ; 6",Q,Sk x/o'rR,05 w I I-r , - pRo zrCC -1.., '_ _ _-I_ . i' AL ET -W 6 3T PROPERTY •. ; � coRNE72 Q-SStIMt O % ' /6-O /00.00 X4"A?r/o/V, - f �Z 0 -- 6 /6 I r2ra6E 0 re0$✓¢Ic/,,_ Sri-( _1 I.. ; ou7L(r(E of ! /Y• I �'PD /% _ i g R r t 3 0 Z i P�Yi/lG/ Q• - _ -I_ i \ �� i EY(S (2) UNITS -� T• 00 QM a - �� t_-- - -- -- - ----� 1 W Ct t•3E NIA 0 rC /`o' - I N 4 f TC, 'Coe o+v,oFGAS-MFT (Z I ;' • - sx�sr./zEOBalcK' -� I I_�-I- - ' I I //-^3 2-O �'-F000/� _. ;- VAULTS �E� E I'! � , _-,..'r 'r• ' � 'I rII_I �__ (I V _...._ _ �_�.. . . .. .. ..J _. .. .. - - P�/aT/O �a R lCGREC/!kr P/CREpYCE9GT 1-".. 10 REI W�LL h ? Y owML 1•0�, - I 02 96� I / I I ry1(4p ays. a u .� � QEMOVC- 2�lST• � I � �, ,. ��1 I �3.A'S. .. _ ,.,�,� - • . - F - �z 1 _. ,. ." p ao °�p� .�A L RcOBRrCI� STEPS - I-J el _ - -•f=��-( 1 �' I _ _ -- =-••f- - -�� iI /Oh x10�'A7/ I - -------- ---------------------�---- --- ---------'------ ------ --- -- -- -- .�: -,---;. �E ,E-R-' ------ -- - --- V III x . < 01 ss) O„. _7 0 SAID.SW 1 X � !0L48 S Vryry ry 4 Q L I 4- 4 /te•oo' I ` TYA N S.P4a6S.: ' I ='' ,, •I� RE/Pi9rR OR(EPLf1C�WHER rQERP. S�x 4Ntt3• # LOGRT ION MAp / 3 3/( 3s- `GAS M6rA-95 /4^ Q /S_p /O-O CN•r s�-� / O • PL.OT PLAN SCALE: 6' EXT. '(dNTS 7 ff. _ Gener 1 N _ a cues 1-� ► t T-1 1 =T I T --I T- -7- T -T t Concrete H10Ck ,T 1. All ,work shall be in accordance with the 1988 U.B.C. , 1988 U.M.C. , __ _ F7 -I "T �� PATrOBRILK R.B?!cK " 1988 U.P'.C. and 1990 N.E.C. a t _- -7- r I tGavc.SdRFALE I'LAf(TEK 3toT r 1. Concrete block shall conform_.to.ASZM.-D.90_ _grade--A units .-'- - ------- -'------ r - ' I _ ,_, 1 _ _ _ Iry WR4 2.-Any discrepapcies._discovered in drawings- sha-rl be brbugFit-to the - - - r - - - - - - - -- --- ,� -r-,-...-I - I�r� -•I --. -L� t-�=i t"- _fi "'('�' T I t t .,. _T'�- l-1-i 1 - __ _ 2. Mortar mix: 1 part Portland cement _ --r- I I I I ,- -I-r--� I I , -11 ,- Tt1_ 3.ttentori of the Owner or engineer before proceeding with the work. _ -r-ir I I I l i 4 parts sand 3 . All excavations, grading, footings and backfill shall conform to the 3/4 min. to 1/2 max. hydrated lime I I /_� � 3-o��a,ce 1 /:6" PLANrrR wgL� /-6 requirements of the project soils report. P/Ea or�z S�GT R-A: 3. Grout mix: 1 part Portland cement sTrps P, 4 . 'Field inspectors to review and approve underground service require- �` 2 parts sand i ments prior to concrete placement. "` 2 parts pea gravel PR ID PLANTER WALL FAT ZEMS0/y/A 1-l10"A/M E % r / N � • water sufficient to allow grout to flow into all 1 5. Edison Company approval is required for meter location prior to , installation. joints. 6 . Utility Department to inspect main sewer hook-up prior to building 4. All masonry block cells shall be solid grouted, ' final. '! 5. All blocks to be plain grey and installed in running bond. AS AYpROVED $Y: 7. All t©ilets- shall be low flush t �t (date): ype, 1.6 gallons/flush maximum. - � 1 IRECT�RON 'ter to* a YLAritI1NG D 0 As Modifiea, 0 0 8 . A pressure regulator is required if water pressure is 80 psi or Wood Frame 0 greater. � �. > „ fi y Su N �dateY 1. All structural lumber shall be dou las fir of the following grades, © A BO . Provide 70 high non absorbent wall adjacent to shower and approved ,1 - g SCOMMITTE erg'• D1F1CAT10� 0 As Modified, • PP conforming to standard grading rules for West Coast lumber, No. 16 milted s attar-reistant materials for shower enclosure and windows if sill b is less than 5 ' above tub or shower floor. (Water resistant unless noted otherwise. pS Su 10K ON date)' board is not permitted for tile back at shower.) gypsum pMM1SS refetto: Rafters, joists, 2 x 6, 2 x 8 or _ 2 x 10 DF No. 2 fb 1450 Q rLAI.�IING C 0 AgModifiea•10 . Safety glazing shall be installed in all french doors, and in all z ittea Beams and stringers, 4 x and 6 x DF No. 1 fb 1550 P+SSubm enclosures. 540 for bath tubs and showers in conformance with ' 1L0� (date)� refer to' U.B.C. 540 (d) . Each pane shall be etch marked. Posts DF No. 2 fb 1450 ! COUNC SModified. _ CITY [] A ` ubmitted 11. pools, spas, walls, fences, patio covers and other freestanding 2" x 4" 17oists and rafters DI•' No. 2 fb 1450 ASS structures require separate reviews and permits. C� Studs, .blocking, plates (.Doug. Fir or Iiem. Fir) Stud grade. i Concrete and Reinforced Steel 2. All wood bearing on concrete or masonry shall be pressure. treated fir. i. All- concrete shall be machine mixed with a maximum of 7� gal.. ®f 3. Plywood for roof sheathing shall be CDX 15/32" struct. I plywd, water per sack of cement, and shall have a minimum, compress�,ve w/8d nails @ 6" and 12" O.C. strength- of 2000 psi at 28 days, and a minimum cement content of 5 sacks cement per cu, yd. e 4. Plywood for floor sheathing, shall be 5/8"`_'CDXc-3truct. T plywd, T & G or blocked w/10d nails @ 6" , and 1011 o.c. I 2: All load bearing footings shall be to level undisturbed soil tQ_the minimum 'depth shown on the drawings and in conformance with. the 5. Unless otherwise noted, wood studs shall be 2 x 4 @ 1611 o.c, to a , soil report. 7 maximum unbraced height of 10 '--011 in load bearing walls, and 141-0" _ .. -.- in non load bearing walls. = 3 . Anchor bolts to be embedded a minimum of 7" in concrete sized and i spaced as indicated on foundation plan; bolts shall be placed at i R 6 . Provide fire blocking in all wall spaces over 81 high, ; 12" from ends and -splices in plates. 7. Double joists or beams shall be provided under all 'bearing partitions; 4, ` =4. All reinforcing steel, anchor bolts and otherjnserts shall be floor joists shall be located directly under or within 1t-0!' of secured in lace ' parallel partitions. p prior to placing concrete or grouting masonry. I t' - ' S. Provide the followingminimum ! B. . Top plates of all stud walls shall be 2 pieces- the same size as protective covering of concrete: studs. Plate splices shall overlap a minimum of 41--0" or provide Below grade (unformed) 3" clear i Simpson ST6224 tie straps. Below grade (formed-) 2" clear Structural slab 3/411 clear 9. Provide 1" x 6" diagonal let in bracing (gat approx. 45°). or equivalent FILE COPY 6 . All- reinforcing steel shall be steel bracing straps every 25 ' maximum in stud walls not sheathed. ( and sha13 be clean new steely grade 40 in accordance with ASTI4 A�615 DO Not Remove ? Bracing shall run continuously from sillplate to top plate with - { 2 - 8d per stud, 3 - 8d each end to plates . _ 7. Reinforcing bars shall lap a minimum of 40 bar di in masonry and 30 bar dia. in concrete. s�� 10 . Bottom of all sill plates to be 6" above adjacent exterior grade _ Q�pFSS/p4'q ' or 2" above exterior finish elevation P• ITZS/ F2 V1 .\a '41t;\I, -<J e QF7. ,- r- __ _ i 4.i��4i YWIW .II Y44, IWi iWYi W u u •, •YIW Imo, ,Y�.��—Y,�Y.Y _.—� -_�---. -�1'---- - -- ------- , 1 -- --------------------- - -- ----- ------ � T_--------- -- --------------r Ii 2x66H/6"!'RyA//WL-,z- ( ------ --- -- - -- --- ------1iI �t -- - __ . _ __ �/' SIMPSr --- - -- - -- - - Srups /6' vV' 1 Ou W'St261A 22sT'RRPTIF.T $G�GP(Z'CRS i it s�9'rpw, I_ I II I I I , Roof/1%16 TO BE:- I I I t 1N yTT/c I I I s I I I - C�q�/NG To CvE:- I , • GC9 r,41NT-EEO H02/ZON .1*1A /-E ( I I I I _�- t , I� I I StRl25 - - I I , , ' I I GERTf/INTEEp NOR/ZON 3 I I / 1: •,; I ,I tj�tobl, ,, CLA•SS /9 F/BERGS aSS GQEySTo/✓E$ , ///NGL . , 62ESL. oyER /S•o•sUrLO/NrrPHFhlll 1 I CcgSS F1' FIaEQcl.�+ s I I a a v oven 1,$•-w r3um a/,Vc_ •PAv�q I I 21'�BGIC 4 tY. rs1Y•/6 Q I !rQF•'ls row-- 3i//N GL E5 o/1 .9 PP.e I ,r „ 2t9 0TtiDl/6 o.0• 3/8"`M I IN 3 /6 A�R Al 'r r cc5-Y 6 �o rov PLR7f N ' w w"NoTt Or GavLR 2•fb �3 SEE DETAIL owl-1 W.H.11/ 1 I N� �" � �,rle sraee< .\� 1 I � ; ` � � ' �y � � D w. UE TA 1 L 19 ; 4 I I I � I I \ / R I I I 1 H I t l L/�Sifit✓If/ DETAIL /S Y � H. I I Q I ; , I r I I Cb Zi 6 1 RooF DECK �•\ I I ! I I t I 2�4BLrCb•/60. % I I 11 I �I DEGK I ' I (2)1601 • o . o �f1 Q 'U , I t 1 Poft �E)LLpE Gou(Cr I I I ' 5P/RqL arXilkSl . I I j i ca•eLK�•: _ (2)/6 q'�N.B�I� I, l/� ' I I S15TEt2 6�EiVvaRONHE I I / j I 6ELOW^� j _ I I ' _ -=_ ==_- _ = -- •- - - • •-1 (4 < ,GpRT/NG.SiSfS Ilt�• 7^.. 'T r .,r o li i I I I I I'i r� I \�. 'gLLDECKCOF?T/NCrSYSrEM I I 1 - Sep". SAwN ,r ��'Q sruD 1 Sy EN✓1RONMEh/rFK r- 1 ' I I I I 2,r9 stubs/6o•c , 9f6 Posr I t I it ' I y'� : ' Yco R-r//•/G SYSTEMS 1KC• ppST CRP• _ DRR/NdGE � I � 1 I fcuppeR5 �' EA 5I , .. ._.. _.-Pea I I a I . ,•'rl , ri , � I os- M/V' /6dLo6Gt j ! 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BB TH 1\ I & .\ - I l/2" 0 2 A \\ \ \ BRM. 2. 2ys F. -f/06RrRGE CLG.NT Iil t I r // 'sfup \ I \\ \ \ 12/2T STRRPS /bNoG HOR 2t.�s7uPs Ill - � � I / AL srr�/as�./ 1 / \ h \ - - \ � SILL Nr• ��- � Yea.siv�'. (Y 10 a 0 1 - q ?LAIC CONPOQM/N / o c 1 1 \ \ 36 q,t g Posr Q00 - v J �OE ;► O . I ,TOGHAOTE/2331J•1, 1 -� -i s, \ \ \ \ \ \ Y? M •: p. 1 �. 12 /SERSC✓7.87, 1 _ �) I 3rccL s'rva V _ �IJ- 1I _ O ) \ Foa aTa as csr ro/� GFZ S/LL /l7 3('' W/CBKAM/C T/LF / v '7' +1 \PtTR7L SC£ / IOE�$ TU8\ \ \ \ \ \ DETAIL 1 (^ 2 %t suRRouNv SILL HT.s6' ! .y. 3 _ d �'h '�N `�� /, I �ueo%fib/ \ \ \ T 2�l �E TAIL 25 -- - ----- - --- - �_ ___-__ \ DE TA Q L - n T Q 0 7- O" /S`• /�9 3- /�1 s-o" 2-8 1 / -l� ,,,.T r, VIA/ c F+.r'r. 3 F1,3S �O O .. •I " DEGK H3 - AD A15, Sot 9.s7L /_S�/K/tL S 779/,eS W O (V SMOK.0 DETEcToRs (io)2ISErZsL�g•8';w/yr1+�D�Fi1L O REAR UNIT 2N R d0Rr*,fAvv oc V E` �' lNDlCv11�A Til�S: D. 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CeNG. � t- ,i �".fr- ----p 1 � -.,-•_,,,'�-'`� b-: 6- 0 „"_ ,,•' O �0 -. G • 4 � �. S � • � 1; ' / ,/ � -" � � ' � � 1 ,� I $2'`o.G 7� � -• }-� .'.,. 1 �, � p'_:; 0. � Po�Cif , .. , � Q. • t :_ ( I /;, .2 e e. t Q i7 s'/�H¢ r ...�: �i fs�� ,;' e _ :-•= 9#9 2 - 4-0 �. O�� el'• ,� [` ( • ` r N lU G/3LOCR 1 I G 1 /. �\ , . wa��s• rtP „ , i fir J� \ ' �4 4p� 0NN aa�el'�Q SSE /y�c .. .. 1 .... • J �r. ,�• r h./ �~ I ox ,Q �� •$Y,1` �� r•'1� `_yG ` O ',I ( "" i.'�, . -6!S>'�' i; (� 1 � q GUNL_ SLR13 W/•#3C'?�E/i,•,` i'- �!` • 1 ``! �D a e � \ � ; i o ,,. `��," O C,`VT' 1�,���a• t�l t •' rr ( - 1 / i ,. r� - /p r ovE"2 . \� I ,` '• - ..6 - y., f�'9 a `'♦ V �0. { ► /3- 5 P, I ( \•) r r — f /� G ��t!i �c o PANb„9� ° 1 ' - • 1 ?YP/CAL GFmprLc*cmtZ#)otzr 1 ` tl ' / 3r/ 3r• 5,�1� ro � co P� ale/>• ��� Fog •/ Fs rosr5 I \ yQ►` gsJ •' ` , -. rt_,1` - .�!- II 11 !�° / / /V �i .� y / ` N `M . 1. 1 ` 4 �` � O ,``ea 10, 0 Soap `0. I EXTERIO17 FOOTING. FOOTING F1 T FRONT R/,�T �' Po c J,o�. 1gs 1•. ` `•• 1 tl 0 1 ' ' -�►' ' N �! _SECT/OIV. /=6 5-'GT/ONG6 SS CO _ `� ryl•¢A.eocr5 __. 0 0a tFDR 4/b•'POSr t _ I _ — 4i9 O� N► - I ! r I :'; 1 >/L-/SEAMS ' �' r- �✓�. e a ~ � bek l t f N 1 1 r / r /, `� d i L_ �� _o'C 1 ,. SSO 0 O (� I-3 TYy, t �- Co,VC.SLAB w { 3�lbGf1S E t/� 1 I = ,# �9 CONc.SLA[s W 3L'29 6.v!• N04 _I I � IG 0 4 O P Gtti a N ,\ ,`k-- - 1 / - _ - J/' - 1 _ i� ` 1 u overz 2 SR•1JD*•V/56LJE tif,' 1 1 �w'. h . � OVER ZuSRND d/362UEEN ti, z - 1� I j, + , t' 1 `1 ON to i �Z DI9•H,6oLTS , - - ' ' �( NoT6• V ('/1� PS `r/t „- ♦ , TYP/G/�j, f I l 2-& Sb?FTG 2-O r.1- 3Z o:c •\. - - . 1 •...,�"'I f - • i t � �� �' — �/ � t / - L- -�.-PJr: (�Ir I f i' _ , r?UAl FOOT/A/F RESAW v I �_ \ �� a J t� �o d / i \\�c.�oF``� ,r�RS•��W '' ep A...IiJOtJSG-Y THROB ` <' a f 13-- ', irV /L rr to tGIiG / �1 ! % • e TS ep w • Q ' �. C� Z 1 t� / 6 GFTQR(y� GrJQB \` k ae S S .t. I� R 1 1 `ry./ / - /° % ° l' 1 �� ! , 1 7H15 SHruT ,L Q.FTG.PEKIFMNAJD.OGRu /-3- VI 6 I NTF /O/� FOOTING Z sr= I �` �' `�1 11 s �7Gces �. t ' - !/ / \ I I / TYP/�FtL PRD_FOl'�T/N `"' I n' • '/�,:trt�3cj�}$c' �� , ,`� I 11 •' i ISKACT . ..it. . I �,.• L 2-a�= a o p Ate/ ` , �EcT/O/V�l� SECT/O/�l /'l9 `•\.._4�r�I�i G• �•�t- 1 .\ ` �j� ' C . 11 t I } �, r/ 'i � I • _ _ ..t 1'-F- --f•• S (- '-' ��,'O'T.'F \� ` •r.,^i.- - ., LU -----=�� ---- - - _1 I Iv - •-:_'4.. - ���-�__,.,- --�,._ ��.. _ _ _ - ,?.:.�, _-\ 1 + .� 07�N0.45, u � � ��� I9 I,. I - •1' -1_ t � t, I I � �OL.'8i�� \� -- - t-� - �� -: - •(� o - `� � • e` - `� iilrrr-� 'Coll"jK�lOfr . ,v a i',�ti-i-. 1, , S� //./J -/.{-/ /- •6• 1./ / / 'rf,/ / i - -r/ / r- /,� i ♦ • o-- - - ' Q r 1 —J _ �f`. - ��-�'- ~ - - , I ;-�' ------- __ - - p .6 nze .. �t 2z--2 / - � ill N �PRN04S __ ! ( - -- `L --L3><� - - - t I" "'� , 1 1 „„ 1 , / r/ Y d hC.O.r Il -=� / r, ~H� '� rr 2-.b ��-e./, �� _ - �9 _—6/1q /VOTE; Q t I TIE _BEAM RT GAPDRT ;'I D-.rA1N cavnNuo/asty 'W icRONT UNIT F•oUNDA-71C�N PLAN _: s/MP.S01v I 0 _, . SELT/O/�! .K6 THl2o HA�AcEi17 ems. „Q i3 si -a-_7ao a [PRHDlS°� I v I REAR UNIT FOUND-_A _/ON PLAN it HOLD DowrJ I P � TaEarr<c slcavG�� - o' A• p o _,,.. - _ • - .. :- _,..._ . . - ' L'F� ,6 3^�J DJ ` "� SGf7LES t p051 gNCHOR OC-MIL- - ' . bf Cain°, 7Yv 160544. 47" P47S r_4 R,cGBPr - SA;47' 6 0 f 7 d / , i 6"rOQN-V Posra ENT/GY Po/1cN r AS APPROVED BY: Q PLANI TING DIREC:''JR ON (date): _][ D NT -1[ ❑ As ❑ AS Modified, refer to: �I MOl31Ti.��:'i ON (date): atO As Su:>mit��d ❑ As Modified, refer ►o. t �s 1 6 & 6 16 i/2 BEGONIA ❑ PLANNING COMI�iIStiiON OIL (date): V ! ❑ As Submitted 0 As Modified,refer to: CORONA del MAR ❑ CITY COUNCIL ON (date): t for ❑ As Submitted ❑ As Modified,refer to: , r p/9C/F/G CDgS'T/�I/�yµ/gY Mr&Mrs. Leo A. Fitzsimon XCI r� (714) 538 6511 400 Q °0.G' I I -r-'---- //8.00 (1°T CAI t- , 03�s87• \rIr // V1/ -� .Y/r �Vi, ,a'y�Y W/ 7 Wr'iI 77-1-1 .fJ' q -i / VyVr([ wqaxv�LEaATicws '0 - _ v},. .�,,. �l�� `�_ _I '0�07 _, _.' _ . " --- } ,to c.wral. a��'.- tvr = r - _ �o - - ----- - ---- ---SNcwNri+aS: /oo•oo �I_iIf'I- �i' j ,<< - - --- -.--- - !� r - ---- --- I_ �',�ir I - L - _ I - ;'W � ! �� rl li_ r rj ' I I_, �i - • ' / s`-- -� I _ ' ,, - _ �° r ° RO? CT �- [clay'1�-I/NO�'7 \gyp `�'' I X/ g Jrr d4 n .n r 7 7 P j I dwarU?E ELsv�►T/ONS 0 r,r`I_-I^rlI- k SR�� I_-�-I i-F-r_ I^; y L ri o3•A I ° RT SHOu/N rNt/S. I 11 I I A�,x I I I -L� I�'I I �' - _(j- -'; _ - I EXIST• r 1 I VI �yl 14 �r I-`!L! I ' '_-) �•L'�I rREt 2�Drx_000z EL6Vcf7/ON DE7Tt/M: ; ' '• - I I _I p-, ^ 7� 2• FO!J?TH /-TyE• - IQEDBte/4t STEPS `^ I'I I_( t° Cpa/NT/LEVO>�7 , EDrswv co.70PfROV?C I To P OF c0a 13 �IV&?r&f �, 6"A?/sk /d'rNos. I was 7- ORopmerYi- i i e0JeV&7Q R- UME-D % %6`�// -� 2".11�O I I J I °' _ t /00.00 6LEVFHT/ON. - '-I ' •I /6 `0 ,f¢#D$QIG/+�.. I I rl-I _I I i 0 QYi/�lG. -j I N ; oUT////E or- jy. pp z I \ :� I E,tIST•�2) UNITS I I; SEG Ntp I T•L'• ' " I n Ni GOCrl7/ON oFGA$MgTEI'Z 1 • � I + I ••. � ,, I- 2^FLDOR VRULTS.Sua��GrTo , I R�7 WI�L�(/S. H(FH� ,� _ I_ - \ I Plan/ �r� CR/,rf7GEVeg Gas cc.piPneoVA4. I �c (02.03) ri I I I PAVM/G PLAN x�0z.96� �8Y 0~4L/7 � � � � � � �------ � •r.c. � J, • � .. I ► r/ni4a Ave. r q> V QEMdVL- 2'X/ST• - \ O3 k �1 �.5�A!' r EPS 5� I o cb .W �cDBRCf; 5T I(- xIDZ'g l L- - ------- ----------------- ---- --- -- ------ - --- - - - - _ ------ 1 : .. .._. I I CX ror•95� _ - .r•r `� - v/ Hiq.BS. D�q/N�t'2 MIN �-= agaoe /% I- ��!� ��_ Gf1ROEt�` • �X/p19S� ,O ._._.. ^ „ ^.... _...os•S6� ` u I ! � i ,,yq - - 4-- - , i I - -•-�'- - • ! J-� c.o off-- -�M �- -----�------------r---�r A.B.s.SAw.sewER C�2�-�-� ' �_- .-.._:. �_ -- . - 7 (A4 i`• `_ •�-•-,,,I a I19.00 ' .O U's , 6'y,,CW?wo.Fawes TO SfTa9tw Jva. TvAt N#S.P•L/.Va. ' I L OG AT 1ON MAC_ d-d„ , \�+•Zi REPwIR oit REpLHCE WHERE' READ. / H / „ `GA3 /3-3 35-8 MerEas S-C> f i 8-6�h'IGH P/7&psr 7=0 H1GA'f?AW0P T?ELLIS _ RRCH 4ewr? PLOT PLAN WITH viNEs. Q// EX'rrr'HDE� 1�4KFEJVCE13�S7, SCAL t=: /"= 6' D E7'I I L (�ELDFtcI T yP1LRL (2)L.00i,71OHS, I D ETP11_S C3,r4 0V4lk � , -,._._ ___._.__ --- _ _ .. _ _ - .. ._ - EX•l.LIGHTS i t General Nptes A j T r -r Concrete Blrick -r;►r T All ,work shall be in accordance with the 1988 U.B.C. , 1988 U.M.C. � ,- Iz t � J 1988 U.P-.C. and 1990 N.E.C. T-r-I ' 1. Concrete blo_ek shall conform, ASIM-D-90 grade_A units. ^ -_ 2. Any discrepancies discovered in drawings shall --be ,brought to the - -- T-i- r I j I I j j I - � r�� ; I I - I'- - ,'�- - �- -- ' _ Tf�.TL GK -, T 1 r .I PAT/D$ 1GC i cave SuRfAGf T 2. Mortar mix: 1 part Portland cement T �, " - - _ i --attention of the Owner or engineer before proceeding with the work. _ - ' ' -I' I,T--' ' ' I�'- -r _ %R- 1-, „ys/, waLK �.. -- 4 parts sand F= I I I l I I T_�r��' ��-r-T- , -r.Z- 3 . All excavations, grading, footings and backfill shall conform to the 3/4 min. to 1/2 max. hydrated lime I .> r t - I requirements of the project soils report. !'6 g-o7C•QRICA- !-6" /1,BRIcf' PGF)N7t R WHLL I /6' t R.BRICK PLANTE72 3. Grout mix: 1 part Portland cement „! sT�ps 4 • Field inspectors to review and approve underground service require-- I 2 parts sand ments prior to concrete placement. p 2 parts pea gravel PA ID PLANTFR WALL FAT ISE-5oN/A PQONTf1GE I 4ROVE T AS hY O� date• i 5. Edison Company approval is required for meter location prior to water sufficient to allow grout to flow into all saa�F: /"=3 0" A W� joints. �tRECT�R Modifies•teget �lY-cal installation. G As I pLA n� fried ON kdato D� 6 . Utility Department to inspect main sewer hook-up prior to building 4 . All masonry block cells shall be solid grouted, G1W 1T E es + final. 5. All blocks to be plain grey and installed in running bond. C1 A gCOMM ified• od O.DiP1C,A'TIOx Ns M I 7. All toilets' shall be low flush type, 1. 6 � - M ed ,; gallons/flush maximum, binttt � date 8 . A pressure regulator is required if water pressure is 80 psi or Wood Frame q p s S� M15SlON ON (date) teget to, greater. - 4LX0111G COM a As Mo 1. All structural lumber shall be, douglas fir of the following grades ubMitted 9 . Provide 70" high non absorbent wall adjacent to shower and approved ' ����� Asg to: ....;, Y.." __.. Cll,ON date) Modi,ied•ref et shatter-reistant materials for shower enclosure and windows if sill conforming to standard grading rules for West Coast lumber, No. 16 �.s is less than 5 ' above tub or shower floor. unless noted otherwise. f • COS Q board is not permitted for tale back at shower.(Water resistant gypsum ' (� C1TY Submitted Rafters, joists, 2 x 6, 2 x 8 or 2 x 10 Dr No. 2 fb 1450 y�' 0 As 10 . Safety glazing shall be installed in all french doors, and in all Beams and stringers, 4 x and 6 x DF No. 1 fb 1550 �- enclosures for bath tubs and showers in conformance with 1 j U.B.C. 540 (d) . Each pane shall be etch marked. Posts DF No. 2 fb 1450 FILE COPY J 11. Pools, spas, walls, fences, patio covers and other freestandin 2" x 4" 0oi�ts and rafters Dr' No. 2 f 1450 / t Do Not Remove structures require separate reviews and permits. g b .4-O' - ---- _ - - - Studs, blocking, plates (.Doug. Fir or Meru. Fir). Stud grade. '� i Concrete and Reinforced Steel 2. All wood bearing on concrete or masonry shall be pressure. treated r E I fir. �I _... _.. .-. ' _ h t� 1. All- concrete shall be machine mixed with a maximum of 7 _ PA2001-043forMD2001-035 CZ� Z,16 e-gc 616 Begonia Avenue � gal.. of ! 3. Plywood for roof sheathing shall be CDX 15/32" struct. I plywd, � � p/ems r water per sack of cement, and shall have a minimum compressive w/8d nails @ 6" and 12" o.c. I - strength of 2000 psi at 28 days, and a minimum cement content of ! DATE OF MEETING April 2001 r 4 ! 5 sacks cement per cu. yd. e 4 . Plywood for floor sheathing shall be 5/8" CDX Struct. T plywd. T & G I or blocked w/lod nails @ 6" , and 10" o.c. I I r �(�4't I 2. A11 load bearing footings shall be to level undisturbed sail to-the i pbS>- E 5. Unless otherwise noted, wood studs shall be 2 x 4 @ 16" o,c• to a '� } . minimum shown on the drawings and in conformance with the , r soil ,report. maximum unbraced height of 10 '-0" in load bearing walls and 14 !-0" 3 • Anchor bolts to be embedded a mihdmum of 7" in concrete sized and in non load bearing walls . w Ows?; WOOD PANW44C�►P u ! spaced as indicated on foundation plan; bolts shall be placed at 6 . Provide fire blocking in all wall spaces over 81 high. t ` I 6t�lt!"c 12" from ends and lices in later. 'f p p 7. Double joists or beams shall be provided under all 'bearing partitions; ,4. All reinforcing steel, anchor bolts and other inserts shall be floor joists shall be Located .directly under or within .1'-0'! of r - � 1 f a secured in place prior to placingconcrete parallel partitions. r to or grouts ng .masonry. / 5• Provide the following minimum 8. Top plates of all stud walls shall be 2 pieces the same size as _ g protective covering o-f concrete: :. studs. Plate splices shall overlap a minimum of 4 !--0" or provide t Below grade (.unformed) 3" clear i Simpson ST6224 tie straps. I toNc_s�w, I Below grade (_formed') 2" clear Structural slab 3/4" clear ' 9. Provide 1" x 6" diagonal let in bracing • (at approx. 45°Z or equivalent ;� _ ' p'�T/°'��y/N� / P40A INC" s I ���{fSIOIVS. � 22- 01 . i steel bracing straps every 25 ' maximum in stud walls not sheathed. f i � _ sr P I ' i 6 . All reinforcing steel shall be - _ . <GC�tT►�rJ#DE��Its DF grade 40 in accordance with ASTM A,6.15 Bracing shall run continuously from sill plate to top plate with II i and shall be clean new steel. 802 �a•I2cH�5 //V SO�TN 2 - 8d per stud, 3 - 8d each end to plates. 7. Reinforcing bars shall lap a minimum of 40 bar dia, in masonry and p p P/QReRtr ' GONC-RRC14 (1)LoG,9r1C. W WOOD A.?SOR R1rGH: ryping4 (2)LO�?YON5• �Ey n s�rQs�x y 10 . 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