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HomeMy WebLinkAboutCOLLIER AVE 18295_15-00001229 1 2 3 4 5 6 7 B 9 10 / ......................__...._.. I - i t { :. s SHEET NOTES j 11 ALL CONCRETE SIDEWALKS TO BE FINISHED WITH LIGHT{ 1 j I i I I { , { "l _— _ F, i• r {jt s BROOM TEXTURE PERPENDICULAR TO PATH OF TRAVEL. i I i �E%ISTINC BY OTHER 2)SIDEWALK SLOPES NOT TO EXCEED: RUNNING SLOPE 1:20 MAX,CROSS SLOPE 1:50 MAX. REFER TO CIVIL DRAWINGS. 7 i I i i j �, 3)ACCESSIBLE ROUTE OF TRAVEL SLOPES NOT TO EXCEED: LS SLOPE I50 MAX. -. •I k i RUNNING SLOPE R2A,�MAX... REFER TO CIVIL OR GS • •": f i'' : - �, 41 CURB ELEVATIONS TO BE COORINATED WITH • ) r---�-n--_--r- ----- '' ' '•'} _ „ { � i PROPOSED GRADES GIVEN IN PRECISE GRADING rIan PERMIT•05.0002517.CONTACT ARCHITECT T I I / ► =1 it I � �� WITH ANY DISCREPANCIES. PAFQKI•G BY OTHERS u _ 4yr-—DIRECTIONAL �p m- 1 COORDINATE UTILITY CONNECTIONS WITH LANDLORD. ACCESSIBLE I CCS LE SIGAGESE E-102 OETNL E9A 9 ALIGN START P i ALIGN �o3 NEW RADIUS WITH OF STRAIGHT CURB j, I { r ENDPOINT OF EXISTING AT EDGE OF EXISTING R / __ _ -• I i j * AD -CURB..�.._.._ .._..,_.._.._.._. -w• ..Y, _CURB RADIUS N43�O1`2311E C,EXISTING PARKING) 1 231.24' j E TEXT SIZE.STYLE.AND - • EXISTING LIGHT COLOR TO MATCH 6 i I I POLE TO REMAIN SHOPPING CENTER OTHERS {/ B OTHERS K _ I _ OT i i I •� ;,_,,,, ::,�srANDARD r.- i, YR "j.. ; n .' �y T•"ITS I. CONCRETE C E WAL i i I � 1 t •� r .; , 1 16 1� ,I( � �rTM � al•C, I { { "f•o) F II e I P I L I 7= V � 6_._.. F f • t! \__ J O�� l R10:6 {jam�: ( 1' I� a :_ „/ �♦ i i A PANTED ►: .. ; ..:' .•. DIRECTIONAL SOC•: r ar tL CONC WALK 6 `( ARROWS WITH G 11. I , e ■ ) /� / .:'•�f.'•'. � TEXT ETD INOCA l j i ��•r p% i 1 CENTER ON nT tANDSGAPE 3y CURB j 1 / DRIVE LANE ( de '�� BY OTHERS .TRASH / TYP O1 ENCLOSURE '.'•:r.'' / C5 23,_g„ xi .\\`r/ A-102 SOC -- -- i` ql », MONUMENT SIGN D �i, II - F, • iC PARKING BY OTHERS )' - PUNDER ERMIT SEPARATE N A3 C7 i y NU40 A-102 p Y' _ - 03`49,r ,hM_::.• .gin E i . '�" ' STAMPED CONC TO I :•`• MATCH SHOPPING r , 11I11 AD. Lu 11'-" 10.,_6" IN-g:, / Y �=..I � N i N i� a i I I r '_- CENTER STANDARD (t . i(SHOWN HATCHED) 4„STRIPE, SOC '::.'.•:, �' r-I - i COLOR TO :...,I { '•n tIt MATCH WACHOVIA BANK .•.•_. o i i SHOPPING R10'., BUILDING � • ''�-" - ACCESSIBLE PARKING co _ STRIPING&SIGNAGE CENTER 2�-5 BY OTHERS 1 - ' A5 / --- NI 97SF C LANDSCAPING 4 4 CANOPY .•-. BY OTHERS ' 1 OpI .,. .•:•'••:.• ACCESSIBLE RAlAP __�,_:,_,,:s:,,,:�,j �BYN OTHERNC Ef LC 6Y i OVERHANG .•.: <•:? 4_YSS 6Y OTHERS S i i 0 s7 3 PAVINGi ..': •ii<', EE: ` ACCESSIBLE PARKING '1 d-' I . :••i'':•' STRIPING&SIGNAGE A•102 I • .._..__._.....-._.. ZI . r - ap ...: ..:'.�-•. � ".N9 6Y OTHERS - 1 .., I 3 W _ WP +st k I GORB }�_-._ _ -_-_- __ ______-__ _ - I f yj2y), . BY O,HERS R5- NJW � m 1: A7 I-'3I% 1 I N1V,,U.yLi I 3A kI� A2 �L 6$C Ei� el' rs `T Lc7` �T -finklON 00i I J > Q SOC A-102 TYP. I �+ 'z.„ alN�uci .u� EXISTItIGrLIG T ' Az E xtn. '.�„ i U o A•102 63'9�' -;- = _ -.-_—.._= SHEET SYMBOLS ¢ _ N �. r -•L•~ I SBI 2/ o T SIZE,STYLE,AND ; _ - v cc E N W W i i I y PAVING �s ALIGN ENDPOINT OF _ _ W W ••••--'•'•-•--ro ` START OF CURVE(SOC) "-ASPHALT MATCH COLOR TO MATCH o. LE D i + I �C - • I SHOPPING CENTER AA02PPW CENTER i NEW RADIUS WITH _ _ J J 0 I I ENDPOINT OF EASTINGti<`/' .) Y T - -J J • / ...... CURB /.` �c/ 9u.-_.&a'--; AREAL NO SC CEIVE m Z z _. \ , .� ........ ................................... .._._........... STANDARD _.._..... _._._....._.:.1 / I •• ._..... SEE LANDSCAPE PLAN 1 •- 3;. NEW D APE Q O ti I ,3a's" soc ���o%^� / Y ,/ -/ /.- Q p; V Cn w / AREAS TO RECEIVE NEW Z O O h�; n 85'•0" - MONUMENT SIGN n I LANDSCAPING / f' ! CONCRETE SIDEWALK/ (y W 1Y o.I m BY OTHERS /•• (f �; CONCRETE PAD _.._. UNDER SEPARATE PERMIT .N4.. 0158E aO Y D. /\��i. _ . .,....r:._.._.._.._.._. _.-_.._.._.._.._.._,.-227 29 _.._ _.._.._.._.._.._.._.._.._..— _.._.._.. ..:....j .. .. .. ! �+ ♦ ` _ J -._ _ .___..___-.______...__-______.._.._..___.-.___._.._ .__._...-.___.._.__._. ..._..._. .......—...... .—_--I-- ".�--'• PROPERTY LINES SCOPE OF WORK ISSUED I REVISED DATE ... ....._�......-. .. .. .....__.......-.......-....._......._......._-.....�_......._._......_._.......__�.y..._.._......;,._� PERMIT SET 8171/07 111107 NEW WORK BID ADD.#1 7110107 •...,.^,._••.•..•-• .,-,�• ! i PLAN CHECK CORR 6 PLANCIHECKC -.--_._.._____.: —...._. ._.......--..__.....__..-.. _ -----'... E%ISTING CONDITION ORR/ 7/73107 7 7 - ;/ CI''TY OF LAKE ELSIN =sue 7, BUILDING DIVISIC PR#2 811310 9107 1 CONSTRUCTION SET 8I13107 _.._____......-__._.._........--_..__.._.____._._.__—.--__.._.� t ` PR#3 8116/07 PR#4 8120107 ' - RMI I��� PLANNING CORR 8129107 _ , PE T# _ it �E F � ' PLANNING CORRECTIONS PLAN NORTH AUGUST 28 2007 r ;�;:»"' 7 j , APPT.. ..TRI"NORTH Site Plan ...................._....__.........._.._..........._._.............-..._..........._._..._............-..-............-.�.........._._...._ ___......._-.. .........__......_...._.__......__. ......_._.......-.....__..............-_._._..-- 1' E:1/16.,,P.O.. / i SCALE: .._.._.-_ ___._.__..� 0 8 I6 32 A-1® ■ 3°• i u:prolatlz wo ono aco\Cenita m wcte CeR wctt a• ..r M P I ) I N I L a N / 1•' -—�4aa mWaa oa x.[palo[tl:n ' 9 b Z 0 IOZ•tl 40Z•tl U 1a L 9 In g !n l l .O-A•„4/1 3N35 .. �u01 .d J00'.J t „il•,bl - ,6•Al ? . !' `•1 " ------------—------------------------ N33805Nf15 AD I 7N SN 30A S�N3NM0 A8 ZOl•V °b&t i Ngni L003'6Z lsnonV l - „b Ow„0-�9 .4-,S ON i 1 103 ! 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'SIIv130 hNlWvad OILL S?8Mt2111tl8n1J)3131HJ�av? d a33d015(S - 00-9 I ZI X OIM 3e Ol sl d00a:I3A31 NIVW a0d 13315 lvalll�llgag(6 IOh-S 'SIIv130 nWJ ONV 9NWv8d'R71du WA E00-S l33HS 33S(E 6/IxVxV1 6/Ix6x6l V/IxYxVI i a s I 'S'Iltll3o 3138JNOJ'IVMN3 W loo-S 133HS 395(Z 531.ON lva3N39 a0d 100-5 133H5 335(1 9021M S31AN h41WV-dA AOOS ZI X ON 6/Ix6xY1 WIXMI Y/IXkxkl lop z 9Nd0 MAONIM ' 2 DNdO MOONIM DN MOONIM 8 .du Im x E X GI DNd0 8 — — — ' — — — — ' ZI X OIM I I • tows ��! I I I— I� IDb-s v 1xZIM I -S Ol ZOV-S IOV-S II . 8 Ave V3 10,111.1:11 L y 9 Z OI b \��///9 L 9 9 6 E Z 1 1 2 3 4 5 6 7 B 9 10 #B SCREWS @ 6'O.C.TO BLOCKING. A A GENERAL 1,101E5. , I �.I I)BORING OTHER THAN SHOWN PRIOR APPROVAL BY THE REQUIRES STRUCTURAL COOT.TRACK BLKG. OVERLAP ROOF DECK PANEL PER MFG. WELDING(•)PER GENERAL NOTES I I BOTTOM TRACK FROM HOLE TO 2)ENGINEER. ' @ 4'-0'O.C.PIT TIGHT WELD AS SHOWN AND PER GENERAL NOTES I D'MIN STUD AND TRACK FLANGES L NOT F BETWEEN STUDS I I TOP OR B BE CUT. SHALL ///------ROOF ASSEMBLY PER ARCH. MTL.WALL STUD (Q4'd')OR 2 1/2'MAX ANGLE PER PLAN ----- -- ------ :di WHICHEVER COPE AS——————— . SHEATHING PER ARCH.OR PER P MIN 1'MIN SIMP50N ST2215 EACH SIDE z DETAIL WHERE IT'OCCURS - OF ANY HOLE IN TOP TRACK s #8 SCREWS 1 1/2!DEEP,GALVANIZED 67 W DEC SHEETS BI-TYPE ROOF DECK (0.4 V)OR 2 1/2'MAX _ LNHICIIEIFR IS LESS Q — /4' FOR ANGLES UP lot 4, E 1/4' TO 5/I6'THK MINIMUM DECK SECTION PROPERTIES I 1 z MAX BEAM PER PLAN GA. Ix(+) Sx(+) : Sx(-) I I E STRAP MUST EXTEND MINIMUM OF TWICE PROVIDE STRAP/BCKG SHOWN A'MIN PAST THE END THE DIAMETER Of I I ANGLE CONNECTION TO BEAM AT 40 O.C.VERTICALLY WHERE IB .292 .31B .327 I OF THE HOLE THE LARGER HOLE .r, WALL IS NOT SHFATHED ON BOTH SIDES OF WALL I O I m o E Imo- DECK SHEETS SHALL BE CONTINUOUS OVER 3 OR MORE SPANS WHERE POSSIBLE. 2- SEE PLAN AND NOTES FOR METAL DECK ATTACHMENTS REQUIREMENTS. ELEVATION VIEW VIEW VIEW . CANT.C522 FLAT STRAP 3- IMSA BUILDING PRODUCTS TYPE B36 ROOF DECK: TOP VIEW OVER BLKG.AS SHOWN 4- LOS ANGELES RESEARCH REPORT#23783 TYPICAL BORING IN TYPICAL WALL BLOCKING/BRACING r2 TYPICAL ROOF DECK 3 ALL BEARING SHEARNALL STUDS TYP ANGLE CONNECTIONS AT ROOF 5-003 SCALE: N.T.S. $-003 SCALE: 3✓4`=11-0° 5-003 SCALE: ,'=11-0" 5-003 SCALE: SURFACE MOUNT COLUMN 'C' I I/2'MAX SUPPORT BEAM PER PLAN SUPPORT BEAM PER PLAN THRU-COLUMN 1/2' 1 1/2' SHEAR PL('m')AND PER PLAN ——————.—-—————— — (' ) BEAM PER PLAN BEAM PER PLAN SHEAR PL('e')AND I I/V MIN BOLTS PER TABLE I/V GAP MAX I I/2'MIN BOLTS PER CABLE II II TYPICAL 'xl 1.1 11 CL OF BEAM _ I H I WALL STUD TYPICAL WALL A I •1 I-e I-• CL OF BEAM AND CDLUNN ULJ TOP TRACK FASTEN DOUBLE '@ 3II� T To Top O.C5 °I I e :Ti ° COLONN a L J a ,k, I —. — .— — — — .— ,I R1580f'fQ1 TRACK I TIP. 1� COL CCNi.WHERE Typ- JJ�1 TYP 'f' V COLUMN PER P OCCURS,TYP 'k' J I W11N#10 SCREWS 'F' - I/4'CAP: SEE CASE B WHERE PERP. D J L'L BEAMS OCCUR PER PLAN � 'I @ br O.C.EA SIDE 11/2'MIN SHEAR PL AND (I 1/2'MAX) II I I I/2' 'C'(1 1/2'MAX) II I — — — — A Ixll ,I)IST PER PLAN BOLTS PER TABLE FULL:DEPTH STIFFENER PL I I/V MIN I I T AND SCHEDULE* 1/2' WHERE REQUIRED PER SCHEDULE NOTCH BOTTOM TRACK FLANGE n _ BEAM PER PLAN 1 1/2,MIN FILLET WELD PER SCHEDULE 'N'BOLTS o I I n I ° o [ I I I/2'MIN o I U I I AS REQUIRED TO AVOID HEADER 60OT200-54 X 5 1/2'LONG TRACK.ATTACH TO � I �CONTINUOUS TOP AND ° I ' I °I I o I I III ATTACHMENT CONNECTION BUILT-UP COLUMN WITH(6)Oio SCREWS AND BOTTOM TRACK PER I I/2' CASE B: @ 3 O.C. I I I I ri i CASE A: SINGLE BEAM CRNECTION. I I° I I U BOLTS I I III I L I I/2'X 11/2'X 54 MIL X 0'-3 1/2'LONG CLIP. TO HEADER WITH(4)#10 SCREWS FA SIDE n PLAN AND SCHEDULE _ • DOABLE BEAM CONNECTICW.WHILE DIFFERENT SIZE SEE CASE A FOR INFORMATION °I I II I @ 3'O.C. ° I I I ATTACH WITH(3)010 5CREW5 ON EACH LEG. BEAMS ARE SHOWN,BEAM SIZES ARE PER PLAN. SHOWN °I I " o ° f I I!I PROVIDE SECTION OF 54 MIL TRACK I SECTION A-wr A 1 I/2'MIN I SEE CASE B WHERE I I 1 1/2'MIN: 'C' I I I 600T200-54 X'HEADER DEPTH'+6'LONG. WITH 2'FLANGES TO ATTACH JAMB STUD I I - _ NOT5 SKEWED PLATE AS REUD PERPENDICULAR BFAM5 BEAM PER PION ATTACH TO BUILT-UP COLUMN WITH(5) / FR:SKEWED BEAM PER PLAN � #10 SCREWS ON EA SIDE R COLUMN - PROVIDE(1)JAMB STUD TO MATCH TYPICAL / 3 BE PER PLAN: 'C' DOUBLE BEAM OCCUR PER PLAN SINGLE:BFAMCASE @ : WALL STUDS WHERE OPENING EXCEEDS 4'-0' I I - CASE A:THRU-COLUMN SHEAR PL SURFACE MOUNT SHEAR PL 5 - _ , - SEE CASE A FOR INFO NOT SHOWN TYPICAL OFAM CONNECTION SCHEDULE F OPENING PER ARCH 14'-0'MAX _ I SUPPORTED : 0.AND SIZE SHEAR P TE WELD SIZE STIFFENER PL REMARKS TYPICAL BEAM TO COLUMN CONNECTION SCHEDULE : - BEAM SIZE OF BOLTS THICKNESS (IV)• REQUIRED SUPPORTED 600T200-54 L I I/2'X 11/2'X 54 MIL X 0'-3 I/2'LONG CLIP q I #IO SCREWS @ 8'O.G. L CASE A,THRU-COLUMN SHEAR PL CASE B,SURFACE MOUNT SHEAR PL REMARK5 1rITIFTCAl --- ———————— AT TOP AND BOTTO'1 OF BUILT-UP COLUMN.ATTACHW8,WIO 2 3/4 0 3B I/4 3/8 BEAM511E BOLTS SHEAR WELD51ZE BOLTS SHEAR WELD SIZE "WITH 3 t110 SCREWS FA LEG R 2 0.145'DIA KING STUDS TO BE(2) ,�4� RUSE LT5 A3255C , ° O O 1 TYPICAL WALE STUDSr rri-- PLATE(a') ('f): ('J) PLATE(4n') ('k')W2_-_��)�/8� 3/e _ 1/4 3/8 _ BOLTS @ALL PAF TO CONCRETE FLOOR(LIMIT Ef18EDI1FNT TO W14 (4j7/B� 3/8 I/- 4r-- 3/5 CRNECTIONS U.N•O. _ W8:WIO 2�3/4 6 _3/8' f/4' (2)3/4 0 :3/B' I/4� USE ASTM A325X I I I 3/4'AT:F05T TEN51ONED SLAB)WHERE REdDiSWI6 r 7/8p 3/8' I/4' 3/Br (STANDARD HOLES) WI2 3)7/8'9 3/B° 1/4' (3)3/4 @ _3/8'_1/4' BOLTS @ ALL1D I t-10t7 C WI4 4 7/8'4 3/8' 1/4' 4 3/4'd 3/8° I/4' CONNECTIONS U.N,O. WI6 4 7/8'@ 3/8' 1/4'---4 3L/4'Q --3/B' --1/4' (STANDARD HOLES) CD TYPICAL BEAM TO BEAM =- '-----'-""----- -- �� 5 ' CONNECTION AND SCHEDULE 6 BEAI�1 TO IS COLUMN CONNECTION 7` TYPICAL BUILT-UP METAL STUD HEADER AND OPENING AY`��"L015 = N N S-003 SCALE: I`= I'-0° 5=003 SCALE: I" = I'-0° S-003 SCA E: 1'=1'-0° W o Q o 0 � a � N TYP.WALL REINFORCEMENT PER 5-001 Q O a, LLI - 2'-6'MINVERTICAL BARS ENDING AT TYP.ALL':' TOP OF OPENING PER DETAIL !U °tf W m OPENINGS LI/5-003 R 10/5-003 : BOND BEAM AT A PAIR OF(2)96 FULL TOP OF WALLCa w Q J Z z - AT VERT.BARS AT EA 0 ", I­_SIDE OF EA OPENING. EA PAIR TO BE A MIN (2)#5 CONTINU W tC) W IOF V-6'APART (#5) = ^; NOTE:HORIZONTAL REINFORCING BARS TO BE DISCONTINUOUS a U N W 0 - .•w.l` AT CONTROL JOINT EXCEPT FOR BOND BEAM AT TOP OF A WALL, 00 Y AT MAN ROOF LEVELS,AND AT CHORD REINFORCING. (' B MA50N TYP.VERT,RENF.,NOT J OPENI (2) VERT CMU REINFORCEMENT - REQ'D WHERE#,EXTEND TO T.O.44LL COMPRESSIVE MATERIAL PER ARCH LL #5 PER PLAN 'r' AT BY W'D Ts FOR r•. . °�M�16Na9 MASONRY CMU WALL PER PLAN — CMU WALL PER PUN #4x L VERT.@ I6,O.C. `'... OPENING _ ,,._ CMU WALL SCC' ISSUED 1 REVISIONS DATE New pool >r; stl ACT.DIRECTION OF WK. „�. CONSTR41C710N-5&T OB 13 07 4 , 0 T i e (2)#5,EXTEND 2'-6'MIN. _ - (2)95,EXTEND 2'-6'MIN. 17':`=. `ti'is; - _ ply!. - T.O.FTG. _ _ _ PAST OPMG.WHERE OCCURS " PAST OPN'G.'(8150 AT (BEND AT CORNER CONDITION) , =t CORNER CONDITION) WALE- - Si'?%i - e issuance nr panting of e ! ELS TO MATCH VERTICAL REINFORCEMENT 14x L VERT.@ 16'D.C. L d to PROVIDE(2)#5 VERTICAL BARS B,D I N n!permitapp l a these plays s:a llof the._u_- 5/ - ACT.DIRECTION OF WK. '� - permit or approve any viFo p �� ich e ON EACH SIDE OF CRTROL JOINT codes or ordinance. No : :t resumed to give authority to violate or cancel th provision NOTES_I. PROVIDE CONTINUOUS BOND BEAM W/(2)#5 MIN.AT ALL LEDGER5 codes shall be valid. CONSTRUCTION SET 2• SEE 11/5-003 FOR REQUIREMENTS @ CMU LINTELS ABOVE ' A GUST 13, 2007 TYPICAL OPENINGS A q REINFORCEMENT @ CMU HALL OPENINGS 10 LINTEL AT CMU OPN'G W-011 MAX : li LINTEL AT CMU OPN'G 5'-011 MAX 12 C N U CONTROL JOINS---- FRAMING 5-003 SCALE: N.T.S. 5-003 SCALE: NTS 5-003 SCALE: NTS $-003 SCALE: 3/4"=1'-0' DETAILS S-003 COPYRIGHT © 2007 CALUSON ARCHITECTS,PC. -