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Q.C. ki /1- ICD TO %D/"�w+'�►T`--J�NQ�K ��� 95 44 11.00 1 . 11`.00 11:00 29.20 15.1 ,21 16.21 26.42 25.20 25. 0 25 0 `p�h9/h/, l9 40 3J.14 29.31 2S.20 42.99 ; 0 11.11 32.74 36.11 60.22 45. .14 �J l� N0r ?00e*.,-,`,�j�s 0 60 45.0/ 40.32 15'.40 61,41 41.11 41.5/ 79.64 61.94 12.5! 4.26 11 60 54.36 X3.06 41:44 17 fill$ 12.11 54.60 100.!1 11.20 12.35 1.40 . 1! 60 TS.1t 67. ?0 61 3.06 97. 1.31 11.12 t/.!t 127.11 47.04 04.2 .20 Ver IC UL 110 60 ! .i1 1S. .$4 67:41 124.13 11 01.1! 17.12 162.32 145.11 32 3 114 2 T 60 11 $I . � 16 93.76 12:11 152.31 11,10 1 107.74 159.21 171.26 6 .11 140. _ .. 4C�P,=AJ/J,-J�wl /S V . - A.:cuo (7YPb-' 42" 1.! /=m , cD714-eg- 4- ,>c.cx:c K1/ WtS� CIT o 11.4-1 �-- I c e d Tcv PL,b rc- taA T �'car4as oiw / cx�Cl~1 /1•iG► Sion. (a 46 `'o. G • / . r I I _ l NON-BEARING PARTITION [WALL OPENING REINF. SPLICE DETAIL NOTES 1. ALL s 7-RocrURAL srUo WALL �=RAr IMG -dWAE L COM�oRM TO �4srM A44Co vfflAoE rA W/TN A MIN. y/,ELO Fa'NT` OF `'tetS7� AT 4� 33, occ /=!S/ AS MANUFACr41REr� 6Y ,�cxr� or�'G►. `-IL. AVGZLES XIP -7 -AL 6y5rE•A4S � A�'�'0VC-0 EQUAL, �12.awiA,rc��. 1, ALL 5r4/0, TRACk', ANO A!NRI,oGING CoNN"=cT/oNs�sfrALt � .. _ eL= WEL�C7E-10 <BY• CERA"/F/E� Qj9E' ArORS S41 7- Q , rl 57Ur�5(a /co I/a. c. /Ns/9e T/0/4. !aL-ATE V41 7A.4 lt'�"� 3, ALL 51'A�L/CrURAL M-=__7 lL srUos SHALL ESE /8 c5A,, Iv' A - &I. Q 4�6 NOTE% UTTER K11S.E, W/ 114M/N SECT1(0t4 C l�'RoF'�RT/.ES AS FOLLOWS-! - 4 -o SrUO CSR DEPTH GAUGE rx s x zy TRACK :. o • d a :. e. Q' o . ' 4 : �)%2"5%UIQ 1/a" E -- 1 _ _ 4 S%UJ 1f /3 D31 IN.311/3n3A/ 7'Y'r,0l c A L AT C CURD r A 4 3 4 �L.A?'C WI r�4- T�2c1- s,Er 4 SrU� 4 16 .6531N. . 3261m . o341ov. OgjvE x0114 13 30 -AE - I ('iNcc.uc:>E SSTUD 16 1, 803 IM 4 ,Cool /m3 .042 IN. � �/M/�o�1 s7-�-L/ ,2 `4 -,vs C ) A 4b'l o. C. A s &iA vL11=,,a c rc,r�� d � "RA k,15 ,E7- ti Fla T�1.1iNC� s sT•E .vf 2X4 "TRACK 2X2" 100 •7 ! 9 I N 4 ,175 IN 3 017 /N4• 3Y "7-RACX 35,1g 1( , 5 34 IN4• , 295/N13 , 0211N ¢ ' 4I' 7`RACK 4 .34511,15 022t�4 C5// TRA CK 6 1 Co 1, 9 7'! 1114 - 4o571.43 + 027/A/4 N ©TE •d) MAINTAIN RuNNIwcq ajo -) �� .-+ j r- lbIAGK ATTERW AT ALL. I• 0GAT1 0 WALL CORNER JOINT J!j 5 MAT ApLivoOR .�LlO L f�LIL>rvE • -1'lp,Lol0"0.c. i II II • MIN 3T1�5 EA• SIDE of SLEEVE � 2 , TYP. PIPE THRU.. GRADE BEAM 116 p LOG.. slpE of �5Lff-vr �I'�•`�I Its.!• L©M1°1�•�.al VE MA'T'E..0K­ VrE-F, L J!A_F, ; ve.. - MArX SLEEVR or 1� .1r la• x,0:1- To MA►TLH FTIT. ANON -BEARING FOOTING! ] ROOF OPENING � 3 � NP. WALL FOOTING PENETRATIONI 17 1 loePn+_� bePru STEEL STUD TRACK (UNPUNC/JEO) ILaP FRR yin bf�ILL �'2 a� Nott ��oRE Nc�rchrrn(4�► (r�Nc�r �.�l�cur) i Q, ,'BEAM NOTCH $ METAL STUDS - ��, �•. 3/4-'1 �7� C-1. -_--- � -� .0 OF SPLI C -- 1 'est � r ►� ►, , r , „ . Co cl Ay' &A, A$144:> TOP PLATE SPLICE 14 RECORD DBMNQ THESE RECORD DRAWINGS (AS -BUILT DRAWINGS) HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE REUABLE, j WOLFF/LANG/CHRISTOPHER ARCHITECTS, INC., 1 HAS NOT VERIFIED THIS INFORMATION AND IS NOT NO DATE BY REMARKS RESPONSIBLE FOR ITS ACCURACY OR ADEQUACY,' NOR FOR ANY ERRORS OR OMISSIONS WHICH MAY I 1-14 `� `� J!U I LTS HAVE BEEN INCORPORATED INTO THESE DOCU NTS AS A RESULT, - 01111111111 CITY of . FONTANA FIRE STATION NO. 00 Ir- =a 00 FONTANA COMMUNITY DEVELOPMENT DEPARTMENT CENTRAL VALLEY FIRE, PROTECTION DISTRICT A r CONSULTANT K.B. LEUNG I!, ASSOCIATES STRUCTURAL ENGINEERS 9229 UTICA AVENUE, SUITE 140 RANCHO CUCAMONGA, CA 91730 (7141 944-0029 . . APPROVED E)�` 6 S 15ED,94 GENERAL DETAILS' DRAWN NI CHECKED �W GATE 8�q j SCALE NOTED .IDB N0. i j I.'� N r"I - 8aL r Z ,cn�g�o 7- C� F� cD-- /`=I A<= AJC 4.1 X1410 716 /1 BAR DEVELOPIA01 LENGTH fN COMP'RESS YON assssiitri�ss�iii�issslrisssss=si�s�Css:�reir�:sl. REIN. PY 2000 1800 3000 000 ------------------------=------= 014 40 10.00 18.00 28.00R-�O ff5 40 18.00 '8.00 28.00 0►6 60 2d . 00 18.00 1.8.00 r 4X7 60 24.00 11.00 19.00 ire 456 0-00 z4� . 00 22.00 0 iso 3d.00 2Y. X10 za . 00 010 60 34.00 3'1 00 2e- 00411111 811 �b 00 X41:60 913 . ft AIRS DINEO.P1101T LENITH IN TENSION • �'ssssrssssssssssssss*ssssssssss�tss IyA L t... 8, T `7'P.1 NONO(l NE1411t CONCRETE PreoYr,DE cor�,t5rte UG r1ON Joy r� r5 iN . �.� ` ! � .� � � ��0 7"E c� oT•/��,�z w/ �� . . s::5555:ss�s'ssesriiss: SL.At) UI•lG��, 10�TIoN5 yVN C . 11111E F1 c A wm I cm c F0a635i e:4 -c- Ar E1/emr 12.00 5Q F i 7519 311199 4900 2090 2501 1000 ?091 3610 Q5Q 4050 14 44 11.10 1. 11.00 11.04 111.01 11.11 .0 ".40 11.04 11,10 1.0 it. Is 44 11.00 11.00 21. oo 11.06 11.11 11.60 11." 11,01 1.0 11 0 ANCHOR BOLT EMBEDMENT : � 31.11 21.11 24.31 .DO 30 0.43 34.19 29.40 00.14 46.11 2.11 .66 . CONSTRUCTION JOINT � h. 31.11 21.11 21.36 2?. .16 31.4! 34.1! ?9,64 d4:1M 41.11 4.11 1.16 ' w N 41,41 31.11 34.0 .' �!.?1 14.11 39.60 12.04 4!1.43 1.12 .00 N 61 it,11 41.10 4 31.30 69.`41 0 51.94 41.27 !1.121 31.01 4.0 3 111 N 61,10 01 :60 01.20 1166 19.3 .21 62:06 115.3E 103-. h It, .+ * S �,L.wa _, AT �. 111 N 1>t, t... »M.�o ..111:91-11111131 - t - 16.3E 142 �!+ Iff.0 $ too. QNB eorram DIo >Slwr caNc>10rf Ito► REINf.) "- - jo i -7 S ore AZ,� r l�� r2 ,t Lt: /:i,.4T K (� " . _ >N 41 14. 1.00 11:00 11.00 11.00 11.00 111 6.0E 21.2/ 25.21 20 25. Q.C. ki /1- ICD TO %D/"�w+'�►T`--J�NQ�K ��� 95 44 11.00 1 . 11`.00 11:00 29.20 15.1 ,21 16.21 26.42 25.20 25. 0 25 0 `p�h9/h/, l9 40 3J.14 29.31 2S.20 42.99 ; 0 11.11 32.74 36.11 60.22 45. .14 �J l� N0r ?00e*.,-,`,�j�s 0 60 45.0/ 40.32 15'.40 61,41 41.11 41.5/ 79.64 61.94 12.5! 4.26 11 60 54.36 X3.06 41:44 17 fill$ 12.11 54.60 100.!1 11.20 12.35 1.40 . 1! 60 TS.1t 67. ?0 61 3.06 97. 1.31 11.12 t/.!t 127.11 47.04 04.2 .20 Ver IC UL 110 60 ! .i1 1S. .$4 67:41 124.13 11 01.1! 17.12 162.32 145.11 32 3 114 2 T 60 11 $I . � 16 93.76 12:11 152.31 11,10 1 107.74 159.21 171.26 6 .11 140. _ .. 4C�P,=AJ/J,-J�wl /S V . - A.:cuo (7YPb-' 42" 1.! /=m , cD714-eg- 4- ,>c.cx:c K1/ WtS� CIT o 11.4-1 �-- I c e d Tcv PL,b rc- taA T �'car4as oiw / cx�Cl~1 /1•iG► Sion. (a 46 `'o. G • / . r I I _ l NON-BEARING PARTITION [WALL OPENING REINF. SPLICE DETAIL NOTES 1. ALL s 7-RocrURAL srUo WALL �=RAr IMG -dWAE L COM�oRM TO �4srM A44Co vfflAoE rA W/TN A MIN. y/,ELO Fa'NT` OF `'tetS7� AT 4� 33, occ /=!S/ AS MANUFACr41REr� 6Y ,�cxr� or�'G►. `-IL. AVGZLES XIP -7 -AL 6y5rE•A4S � A�'�'0VC-0 EQUAL, �12.awiA,rc��. 1, ALL 5r4/0, TRACk', ANO A!NRI,oGING CoNN"=cT/oNs�sfrALt � .. _ eL= WEL�C7E-10 <BY• CERA"/F/E� Qj9E' ArORS S41 7- Q , rl 57Ur�5(a /co I/a. c. /Ns/9e T/0/4. !aL-ATE V41 7A.4 lt'�"� 3, ALL 51'A�L/CrURAL M-=__7 lL srUos SHALL ESE /8 c5A,, Iv' A - &I. Q 4�6 NOTE% UTTER K11S.E, W/ 114M/N SECT1(0t4 C l�'RoF'�RT/.ES AS FOLLOWS-! - 4 -o SrUO CSR DEPTH GAUGE rx s x zy TRACK :. o • d a :. e. Q' o . ' 4 : �)%2"5%UIQ 1/a" E -- 1 _ _ 4 S%UJ 1f /3 D31 IN.311/3n3A/ 7'Y'r,0l c A L AT C CURD r A 4 3 4 �L.A?'C WI r�4- T�2c1- s,Er 4 SrU� 4 16 .6531N. . 3261m . o341ov. OgjvE x0114 13 30 -AE - I ('iNcc.uc:>E SSTUD 16 1, 803 IM 4 ,Cool /m3 .042 IN. � �/M/�o�1 s7-�-L/ ,2 `4 -,vs C ) A 4b'l o. C. A s &iA vL11=,,a c rc,r�� d � "RA k,15 ,E7- ti Fla T�1.1iNC� s sT•E .vf 2X4 "TRACK 2X2" 100 •7 ! 9 I N 4 ,175 IN 3 017 /N4• 3Y "7-RACX 35,1g 1( , 5 34 IN4• , 295/N13 , 0211N ¢ ' 4I' 7`RACK 4 .34511,15 022t�4 C5// TRA CK 6 1 Co 1, 9 7'! 1114 - 4o571.43 + 027/A/4 N ©TE •d) MAINTAIN RuNNIwcq ajo -) �� .-+ j r- lbIAGK ATTERW AT ALL. I• 0GAT1 0 WALL CORNER JOINT J!j 5 MAT ApLivoOR .�LlO L f�LIL>rvE • -1'lp,Lol0"0.c. i II II • MIN 3T1�5 EA• SIDE of SLEEVE � 2 , TYP. PIPE THRU.. GRADE BEAM 116 p LOG.. slpE of �5Lff-vr �I'�•`�I Its.!• L©M1°1�•�.al VE MA'T'E..0K­ VrE-F, L J!A_F, ; ve.. - MArX SLEEVR or 1� .1r la• x,0:1- To MA►TLH FTIT. ANON -BEARING FOOTING! ] ROOF OPENING � 3 � NP. WALL FOOTING PENETRATIONI 17 1 loePn+_� bePru STEEL STUD TRACK (UNPUNC/JEO) ILaP FRR yin bf�ILL �'2 a� Nott ��oRE Nc�rchrrn(4�► (r�Nc�r �.�l�cur) i Q, ,'BEAM NOTCH $ METAL STUDS - ��, �•. 3/4-'1 �7� C-1. -_--- � -� .0 OF SPLI C -- 1 'est � r ►� ►, , r , „ . Co cl Ay' &A, A$144:> TOP PLATE SPLICE 14 RECORD DBMNQ THESE RECORD DRAWINGS (AS -BUILT DRAWINGS) HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE REUABLE, j WOLFF/LANG/CHRISTOPHER ARCHITECTS, INC., 1 HAS NOT VERIFIED THIS INFORMATION AND IS NOT NO DATE BY REMARKS RESPONSIBLE FOR ITS ACCURACY OR ADEQUACY,' NOR FOR ANY ERRORS OR OMISSIONS WHICH MAY I 1-14 `� `� J!U I LTS HAVE BEEN INCORPORATED INTO THESE DOCU NTS AS A RESULT, - 01111111111 CITY of . FONTANA FIRE STATION NO. 00 Ir- =a 00 FONTANA COMMUNITY DEVELOPMENT DEPARTMENT CENTRAL VALLEY FIRE, PROTECTION DISTRICT A r CONSULTANT K.B. LEUNG I!, ASSOCIATES STRUCTURAL ENGINEERS 9229 UTICA AVENUE, SUITE 140 RANCHO CUCAMONGA, CA 91730 (7141 944-0029 . . APPROVED E)�` 6 S 15ED,94 GENERAL DETAILS' DRAWN NI CHECKED �W GATE 8�q j SCALE NOTED .IDB N0. i j I.'� N r"I -