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HomeMy WebLinkAbout10148158.pdfFP _ 106 ;.z °t'�` C -rr ! ( � l-__._M _. CONC "� i i I i i 33 iSI`AL.1 TE I f; I ti ! 1 D = 31 *13`56" ASPHALT L 4X:9T0' WILSHIRE AVENUE / 1�{}t PUBLIC Rff�� -_ _ ASPHALT , V4 � � CENTERLINE r ___ _ � ;_O� �aTR�ET _ ��' -i r- I _ $ a t ASPHAt,.T ASPHALT APppmv POLICE FINAL iNPECTI REQUIRED Fuel Island not TOG RDA FUEL DISPENSER n �tVv DRIVEWAY TO REMAINrH tv -_ N aq° 5V of, E 1(712e' BUILDING .... ..... --- ^- �`Tu�lSEBCK - 54.69� MHT 8q 3� al _. r�-33.2 ._.r SSn�w T{?iA GRASS R = 50.00 PLANTER � �A , v L = 83.02 �. St NCI i At;C� S RA98- _ r. _ _....GRASS.,.»__ �T°r ~ ,.,-, r"-ems✓ e a 1.W. 0 �q6SALL LS Nep{ NeN AGG Li~ f., 2U' E37 F!`' ... 3 STALLS GRASS ATH OI" TRA FRO e� MAGGESS AISLE t - #813315G tJ' SS EASEMENT ACCESSIBLE P TOG T,__- _ . .. - _._ w ' .1 n h - - u f __. / ." i3U1LDlNG (Ei STANDARD __ -- BUILDIN NTRa, GE r NE A $ i» PA KING' As i-AL'i _ __ ._ � ��177 � 5ETBACK PARKING SPACES i SHAL CEED 5A5 '' FA i TO REMAIN „ SLOPE IN GTION OF .r , ! �; _._ I ' ASPHALT (PJ 6-O HIGH y r�TRA�L OR i5 Gf2O55 �L01'E �GN � EXiSTINC� TANDARf7 11 1 � __`� tT r � MASONRY WALL 2 1 !! + j 2f)' SS ASCM1 It . TO REMAIN r srv� , �TAI.IIS l_a REMAIN PAGESµ ___._ �� f LIi2T - : . _<;- ACCE5515LE PARKING r -r---' STALL Wf ACCESS AISLE i r PA ryf ,/ or= � RNINC6 EXISTING LANDSCAPING (TYP) S - ,1R1PE _ 1 ! « A DaMESJ ASPHALT q,_p 1 2 T 6 d 0S/5Ti2 RE EXIS fNG PARKIN 1 I r j 6 S" ALLS r i /! � EXISTM DECORATIVE TYP. IN 15 AREA SIDEWALK (TYP) "L L'..Z�_�'J s�S u I t 1 77 ST i_!_5 _._ .. `� _ o , r GN Gr'.5`� RAMP DN. UP£ NEW ;A/ CE5515LE RA _ GN _ f AGCESSit�x ROUTE_. ( 1 I #_ 7 LINE INDlG 1 c312AS T ' PA . I 1 ___ SIGN (TYt. of 2) i r I _ ACGE5515LF' ATH GRASS 1 �aD2 ACCESSIf i.E PATH OF OF T1ZAV�L (T1'P} A2 r' j . t rU._,.,_._... TRAVEL OM ACGEra` 03Lff.•_­ _._ „^ r t { PARKIM TO ALTERED AREA i cis r 24'-0" TYP. / _ . L------_,- r' �a, I 1 ,✓' _._.._.._. _.. 4. � . t:.t�'A'a.x � C Ari#" Ai;l _ (EJ TPASHENGLOat1RE I ; _ r �1 a1t Itt _S u� SHALL CO SEE DTL. 14/SD2 PA � � � I i i (E) 6'-01' HIGH I I _ _ + , ESA , MASONR'T} WALL ' f 68 S.F. CUPANCY: B TO _� Ut ..__ ( , r j ¢ (L - 1 �w F CONST. V-N /" �'A 5F'EE ( N� , a dt kk 5 ET A!1«. nc�/ / p ! 2000 L. -4W L.s . AVE. � c T£ 5� IMLCI-N � I - _ _. »,.. - V � � 4 � � � � CTI ASPHALT { (E) 6'-O" HIGH CONCRETE BUIL.t7 ., «_. _ x`�... . -- _-ir.. � � � ~' MASONRY WALL i' 105,73' C r I TO REMAIN : ASi'1.4AI T I I ~' If 0 j EXISTING TRUCK _ , _ ASPHALT Z PARKING u Y i U f �f) wDE) a I_ To REMAIN I 1° NOT IN CONTRACT - `` 1 �� A1.O 4 L, , u� I w __.._M I ' i " , n - " 1. _p� 3 , o Sh1 ter/ I4 -O -10 O H r METAL BUILDING 1 � �a � I (E} 20'-O" WIDE ...r j { I �i V / �• ONE -HOUR FIRE -RA WALL � 1` (OCCUPANCY 5EP RATION} 5.5. EASEMENT x Z t� 0 PER CBC 5ECT! N 3023 _ _ I c> 1 (� CJ' }"IC7I' i�f�EA A2,1 10'_p't`WIDE / rX 5,116 5.F., OCCUPANCY: 5-3 ASPHALT / c ( BLDG j SETBACK i PA. I TYPE OF C0N�a7. V-N U I . { ASPHALT ------�s _ _ SEE SHEET ALL RD LLTfKD I 3° (E) 1,200 6ALLON I UNDERGROUND i I 2 SANP/OREA5EI t A2.1 INTERCEPTOR t ► CL " (E) coVEtRED AREA (CONVERT TO WASH BAY) (N) WASht E3 Y AREA SHALL}«DRAIN it 1,423 S.F., OCCUPANCY: B TO (E) 1,20GALLON 5 /GREASE l FF 1G5> 1' INTEIRCEPToR PRIOR TO FINAL I i 1 5EE 5HEET AI.I DISCHAR6 INTO THE Sr#eR SYSTEMµ II N t (N) elk -I" X ' TIRE 5T0 RAGi*- 1ACOJJ AiT 5 00 C CC )PANCY: 5-1 rs- TYPE OF ON5TRUGTION: V-N, 7 1 i I f j ASSUMED �' MR0MR`TY LINE ; Otv H OMH 0",IH fY 1 ( PA hH , ti0 »-- (E} UN DE OUND TANK CQ TO REMAIN C© r j(( i AS . AL.' 4 Ast 1 A;..T 4. f� {I I �!� CANOPY ALL EXTEND OVER BEYOND THE NC. PAVED FUEL I ! /f D15PEN51NG AREA f� ASPHALT flf.+w. PAVED AREAS ADJAC TO FUEL ! f f DISPENSIN& AREA ALL BE � _ ,.«_ «� •� G1?At7ED 2-45G ��Y FROM GONG, '� PAVED AREA 50 THAT N WATER � I ° GONG SIN. SHALL I A2.I o EXTEND A IN. OF 6'-b" . WILL FLoW aVt�2 IT (TYP "� ''•`" �`� i I a `� J v IN Aht IREGTION \ 1 - j sad FROM THE G NER OF _ _ _ 1 EACH FUEL of SE t{7Y. W GA O:f'1' _. 2,3 6F. GGUPANG5 3 TYPE OF ONSTRUCTI N. 11-N µ I� { w-_ _ s f I s� `+____ _ (UNDER ARATE PERMIT) 2 4_p„ TYP. rGREi1 CtT'1P I AV ASPHALT m ASPHALT • _ . d.rM AIYr7j MdI. ~ I f ! f/ ���~ Installation GASBOY Series 9800A �; RELOCATE lEl 2a' � f, FIRE LANE STRIPING Nozzle Dimensions I -- Twin PumplRemote Dispenser Front Load �,� ♦ ° RELOCATE Z GONG, i t `� e WHEEL STOPS (TYP), '�`� 5 \ �� / ' ♦� SEE DTL, 8f502 1 PA n ASPHALT � 0 ��, t}r 18-7j8 (479mm) w., ~`'' � � �♦ / ., � � C> 29-1 16 {738mm) 18-3/8 (467mm) � ^ ♦� ! NEW IO WIDE LANDSCAPE / BUFFER, SEE LANDSCAPE r>w-,. _.__.... ..... . ....__-, r s t 4� i optional�rNEW EDC7B OF § Optional I _ _ �[70O s� _„..__. se.lEu soo o s f I ser1�5 s�o f �. " , ASPHALT PAVING (TYP) TgpKAT I II�� e � TopKAT \, " "`�, `�„4 !f EXISTING TRUCK PARKING ° �` + ED aF (El CONG. TO REMAIN Shown 11 `._.--.Shown l ` \ INAS SAALE (TYP) _. ...... 1, ASPHALT DIESEL UNLE\DED ;.• ``♦ rV °, ` �� 1. ALL 51GNAGE FOR THE PROJECT WI REQUIRE LL U RE SEPARATE APPLICATIONS, PERMITS AND APPROVALS. 2. ALL NEW ROOF ACCE55E5, IF REOURRED, WILL BE PROVIDED FROM THE INTERIOR OF THE BUILDING. 3. THERE WILL BE NO EXPOSED DOWNSPOUTS, SCUPPER DRAINS, ELECTRICAL CONDUIT OR MECHANICAL LINES ON THE BUILDING. 4. ELECTRICAL AND MECHANICAL ENCLOSURES WILL BE CONTAINED WITHIN THE REGULAR FOOTPRINT OF THE BUILDING. 5. DRAINAGE WILL NOT FLOW ACRO55 PEDESTRIAN WALKWAY`5. 6. PROJECT APPROVAL 15 SUBJECT TO DEVELOPMENT AND PERMIT FEES IN EFFECT AT THE TIME OF PERMIT I55UANCE. -1. ALL NEW ROOF -MOUNTED MECHANICAL EQUIPMENT OR CHANCE OUTS OF EXI5TING EQUIPMENT SHALL BE SCREENED BY THE BUILDING PARAPET 50 THAT IT WILL NOT 5EEN BY THE PUBLIC. 8. CONSTRUCTION PLANS SHALL COMPLY WITH THE CBG FIGURE NO'S. IIB-IA THROUGH I6-40. (WHERE APPLICABLE) a. ALL EX15TING 4 PROPOSED PERMANENT FLOORS OR LANDIN55 SHALL NOT BE MORE THAN ONE-HALF INCH (1/2") BELOW THE THRESHOLD ON EACH 51DE OF AN EXIT DOOR PER CBC SECTION 1133B.2.4. 10. ALL EXI5TING 4 PROPOSED CONSTRUCTION 5HALL COMPLY WITH CBG CHAPTER 115, ADA, CBC 5ECTION5 21?, 1005.1, 1102B, 1003.3.2, 1133B.7 4 11355.8.2 PRIOR TO SUBMITTING THE DRANIN65 FOR PLAN CHECK. (WHERE APPLICABLE) 11. ALL NEW IMPERVIOUS AREA5 5HALL BE DE5I6NED TO INCORPORATE "SITE DESIGN" 5MP'5. cA-eLCal L4 S -1 L.) LIZ % ma i\ Z 3 M� Z9 4 Lo w r� t1t111111rrdiJJ�� � - D AR . C-29627 06-30-05 y� RENEWAL DATE t o ,\ OF- C P,0 , ''�`'idJ/ltYfJ11I i''r . REVISIONS REV#/ DATE COMMENTS j�1 09113104 Revised per Plan Check Comments f,\ 12/07/04 Revised Per Plan Check Comments 08/20/04 ISSUED FOR PERMIT ALL OC NA5L E BU I L D I N6 AREA CAL 05 40 O *r'0 PER TABLE 5-13, CBC 2001 ALLOWABLE FLOOR AREA (B / 5-1 / 5-3) = 5,000 S.F. y THIRZZEE SIDE 5EPARATIONt (101 - 20) x 2.55% = 202% > 100% 8,000 5.F. x 2 = 16,000 S.F. ACTUAL BUILDING W/ ADDITION 13I10-1 701 = 0,85 < I 16,000 i <ar x y ^+ F93 P t`l 71 E,,.D tl,'„ R `} , 'm .h j 17 f+cY. �, -x k x . ,> wis .: _.b �: .•«, i,v k .i `I� ' ........ 'd 4'! { (y" 45 :' r..3nCJ��-z. a v.. c ' - ,. 38 •' m. .. -:. x. U .a �' r..T _y F . ,.�` 3 xia'1 �ig al, i p� f < y y G' ygg����yy `� (�f � x _, 4 F., e illn •:: iriSd 6 f � M K This set of r�, >� r k b s ;. tof t qq t all timov' s P o .% Ir alterations an aa:mD w,�^.l' City of Santa OLIariffI `r"Irs atCI6 �. � ,. The accoptano €� this p1x -r ��,, � ryry � r 0 ,0rovisions 04, A <1 G 'r �� ACGOts By ��� .� CITY Or' 436h¢t Y�', Ai A ) We l su d _` Optional A\/j/ Tg FrontShown - a�'a'.`_`',. �� `� 6?. i L ._ ., �_.,.<... i , r15F _. 1 ©1 _ ; . _" ; I ASPHALT" �Osi approvals' .3a`3: x" - �jram. r 4--sub' o � ccti .� {( [Pland ., N ..,5 E N O at")l� {--------� t �3 > 4 e C � " , t iEJ LANDSCAPE AREA I1 1 �rt a �y h //) ems m wm _.� .e. ♦ 1 II z i {R __ mA3 s $W )j E.� e - _ cv¢� i 4 .rs fi ~ O ,.a .;J:s` W.Ri �"p a,iM uwv..v»....:..rw.an ... bx........w++..r � � �, ♦ ' Il t J a NEW tO' WIDE a � LANDSCAPE %'a41FE�R • SEE LANDSCAPE DWG. 13 w ,y ASRHALT Public rks Agency £ Lb,�,.�o-� ,�..ws�a�s.,.��,�,.�.. _...m.,.�,.�..m..�,..,........�........,. ,r�� ,`� •a,'+'a' �a < ,,.a_,�. ,.�,�.. � _.... r } , NEW EDGE OFA-SPHALT 1 _ �.�raftt Pei i I � t ° v PAViN& (TYP) TE N, �� _ I our of OranHealth "IC .. �'A •JL}'A! ,.d<,,;... xSuaw.:� -_." 5♦+,♦ .Pw. "�i^_ Q ,..,i 1 c�.vDN"I$`Cf.. a,a�+�"' a.:ve... ..u>. '�. \ p� .,� --,�.:^�o� it t..�,.t.,.._..,y.(.,.. / ¢ `ASr i-#1r1. t TOT FOR CON rri�g {� ��,, \ ~'�, 5.' l fr A "ONCR `+, r L«A 3 Er i C � Rr} ✓d/ FLAT ��pp, `' UIL 1 •� r I 28-t 4 778mm _ + 7-1 j4 (438mm) --^� K � \ � � \" 18 >, r )€ t'• ._>� a t ` ♦ ! i _ � � q G. / ( ) 1 fr 2&-sjt6 (726mm} 8-1/16 (459mm) PA 24-1/16 (611mm) Tr>iI 1UQ,(30' ' .c 'C S I 5 I °T" ' rf �lfifiT W 9 18' ai', AH SCALE: P = 50'-0"10 '< i 30 0 30 60 FEET GRAPHIC SCALE: V w 30'-0" SITE DEVELOPMENT PLAN Vuasr risvuc�. a t'rv3nia�rt: rtva*v � a +� ; DRAWN:3M CHECKED: JM DATE: 09/09/03 APPROVED: Mf SCALE: AS NOTED SDI SHEET NUMBER M C.� C) GENERAL NOTES STRUCTURAL STEEL SHALL MEET THE RISC 1989 SPECIFICATION 9 TH EDITION AND THE AISC CODE OF STANDARD PRACTICE, 1989 STRUCTURAL STEEL PIPE TO BE ASTM A53 GRADE B TUBE STEEL TO BE ASTM A500, GRADE B BOL TS TO BE AS TM A 325 INSTALLATION OF BOLTS MUST CONSIST OF ONE OF THE FOLLOWING: 1. TURN OF THE NUT METHOD: A.) BOLTS SHALL BE BROUGHT TO A SNUG TIGHT CONDITION —DEFINED AS THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH B.) MARK NUT AND WASHER THEN TURN NUT AS FOLLOWS: UP TO 3 IN. LENGTH = 1 f3 TURN UP TO 6 IN. LENGTH = 112 TURN 2, CALIBRATED TORQUE WRENCH METHOD: A.) INSTALLATION TORQUE VALUES: 518"o = 200 ft. —lbs. 314 "o -== 350 ft. —lbs. 1 "o -== 860 ft. --lbs. J. LOAD INDICA TING WASHER: A.) SEE DETAIL COMPRESSION WASHER SPECI FI CA TION WIDE FLANGE BEAMS TO BE ASTM A361A572 ANGLES, & PLATES TO BE ASTM A36 REINFORCING STEEL TO BE ASTM 675, GRADE 60 DECK PANELS TO BE ASTM 446, GRADE C MINIMUM WELDING SHALL MEET THE REQUIREMENTS OF THE A WS FOR BUILDING CONSTRUCTION USING E70XX ELECTRODES ALL STRUCTURAL STEEL TO BE PAINTED WITH ONE SHOP COAT PRIMER 43'— 6 " OUT TO OUT CUTTER (10) OUTRIGGERS MK. (LO30A) @ 4'-0" O.C. MAX TYPICAL BOTH SIDES I 37'— 0 " L (3) ROWS OF PURLIN BRIDGING Ca) 9'-3" 0. C. MAX CANOPY LAYOUT SCALE: NONE EREC TOR'S NO TES 1. CAULK ALL GUTTER JOINTS DURING INSTALLATION AND APPLY FLEXIBLE SEAL 60 TO TOP SIDE OF ALL GUTTER JOINTS AFTER INSTALLATION 2. CAULK ALL JOINTS BETWEEN GUTTERS AND DECK AND BETWEEN COLUMNS AND DECK WITH A SMOOTH, CLEAN APPLICATION 3, APPLY FLEXIBLE SEAL 60 CLEAR AROUND THE COLUMNS ON THE TOP SIDE OF THE DECK AFTER BOTTOM SIDE HAS BEEN CAULKED. 4. DECK PANELS AND TRIM WILL BE WIPED CLEAN AFTER INSTALLATION 5. ALL TRASH AND EXTRA MATERIALS WILL BE HAULED OFF JOBSI TE 6. CHECK WITH GENERAL CONTRACTOR FOR DRAIN ORIENTATION 7. CAP PLATES OF ALL COLUMNS MUST BE AT THE SAME ELEVATION 8. FURNISH AND INSTALL (1) 1 "o ELECTRICAL CONDUIT IN (4) COLUMN. 9. FURNISH AND INSTALL (12) LSf STD SCOTTSDALE DECK LIGHTS. * EXCLUDES FINISH PAINTING OF CANOPY COLUMNS & ELECTRICAL CONNECTION OF CANOPY DECK LIGHTS 3,_3„ m OPTION "A " UNDER HEAD TURN NU T TO TI GH TEN GAP EEA SURED SPF .lAl INSPF .TION R O /lR M NTS THE OWNER SHALL RETAIN A SPECIAL INSPECTOR QUALIFIED TO PROVIDE THE SERVICES REQUIRED BELOW AND 70 PROVIDE, STATED SPECIAL LISTED INSPECTIONS BELOW AND REQUIREMENTS OF SECT/ON 7707.3 2001 CBC ITEMS REQUIRING SPECIAL INSPECTION: 1.) FOUNDA TON EXCA VA TION (CANOPY FOOTING) 2.) REBA R CAGE PLACEMENT FOR CANOPY FOOTING 3.) ANCHOR BOLT PLACEMENT FOR CANOPY FOOTING 4.) INSTALLATION OF HIGH STRENGTH BOLTS 5.) ALL FIELD WELDING NOTE: SHOP WELDING INSPECTION IS NOT REQUIRED BASED ON THE FACT THA T LANE SUPPLY INC. IS A L.A. CITY APPROVED FABRICATOR LICENSE NUMBER 1475. 6.) CON TINIOUS S TRUC TURA L OBSER VA TION IS NOT DEEMED NECESSARY DUE TO THE OPEN (EXPOSED NATURE OF THE CANOPY CONSTRUCTION. A FINAL INSPECTION IS REQUIRED TO DETERMINE GENERAL OVERALL COMPLIANCE WITH DESIGN DOCUMENTS. OP TION "B " UNDER TURNED ELEMEN T TURN NUT TO TI GH TEN OP TION "C " UNDER TURNED ELEMEN T TURN HEAD TO TI GH TEN HARDENED GAP WASHER � "MEA SURED GAP MEASURED, HARDENED IAIA cu�7Q HARDENED WASHER INSTALLATION NOTES: (FOR WASHERS WITH PLAIN FINISH) 1. FL T FACE OF COMPRESSIBLE WASHER MUST BE PLACED AGAINST ASSEMBLED PARTS. 2, AFTER BOLTS ARE FULLY TIGHTENED. GAP MUST BE NO MORE THAN . 015 " FOR OPTION "A" & , 005 " FOR OPTIONS "B" AND "C", COMPRESSION WASHER SPECIFICA TION MAR 2 200t5l DESIGN LOADS DEAD LOAD = AS OCCURS LIVE LOAD = 20 p. s. f. WIND L OAD = 70 m. p. h. EXP. BLDG CODE = 1997 UBC SEISMIC .ZONE = 4 I a Ulu MAFVINW� SUPPLY, INC. 120 FAIRvIEW ARLINGTON, TX. 76010 (817) 261-9116 NOACti THIS DOCUMENT IS 7HE PROPERTY OF LANE COMPANY. NEITHER THIS DOCUMENT NOR ANY DATA OR INFORMAAON NEREM SHALL BE COPIED OF .REPRODUCED IN ANY MANNER, LOANED 07HERMSE DISPOSED OF, OR USED FOR ANY PURPOSE WHATSOEVER, WITHOUT W PRIOR NRR£N PERM,'SSION OF LANE COMPANY. IF TH£ DOCUMENT 15 LOANED BY OR WITH THE AU7HOR17Y OF LANE COMPANY, 7H£ BORROKA!, IN CONSID£RARON OF SUCH LOAN, A69EES TO THE FOR£OOINB CON0I1IONS AND TO RETURN 7NIS DOCUMENT ON REQUEST OR UPON CONPL£RON OF THE SPECIFICALLY AUTHORIZED WORK FOR WHICH IT WAS USED. SEAL 1 LSC. 32255 DRAWN 8Y.• 1CHECKED NK BY - DATE. 1107105 SHEET TITLE El-3 ALL SHEETMETAL SCREWS TO BE BUILDEX OR EQUAL AND INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATIONS AND AS INDI CA TED ON ATTACHED DRA WINGS. L 1112x1112x118 MK. L BA 1. FA S TEN TO DETAIL AT PURLIN BRIDGING SCA L E: NONE FB 2"x 114" MK. L8B1 A T TA CH WITH (ONF) 314 "o A 3G A I DECK DETAIL AT HEADER BRIDGING SCALE: NONE 3m m A CM CORNER PANEL SEE PANEL LA YOU FOR LENGTHS DETAIL AT CORNER SCA L E: NONE SH TO DECK WI TH 4 x I" TEKS ONNEC TION BEND DECK PANEL UP FROM COLUMN CUTOUT AND ATTACH TO SIDES OF COLUMN WITH #12-24x1 114" TEKS (2) PER LIP L 1 1 f2x1 1 f2x7f8 MK. LDS1 MUST SPAN 4 PANEL RIBS, A T TA CH WITH 4 - #14 x I " TEKS DETAIL SCALE: AT COLUMN NONE SECURE THE PANEL CUP BY THE USE OF A #14x718" LAP TEK (BEHIND THE CLIP AND THROUGH THE LEG OF THE PANEL) TO PREVENT THE CLIP FROM RELEASING FROM THE PURLIN. DETAIL AT PANEL CLIP SCALE.- NDIME AFT 701 2" SEALER TAPE FULL HEIGHT OF PANEL JOINT TYPICAL ...JL � I � PANEL #IOx3f4" TEKS (3) PL A CES PER JOIN T DETAIL A T ACM FASCIA JOIN T SCALE: NONE III MAC' 2 2005 SCUPPER MK. L SC2 CUT 2"X10" HOLE IN GU T TER 2 " OFF BOTTOM OF GUTTER. PUSH TO THE INSIDE OF GUTTER. A T TA CH WITH POP RIVETS PERI ME TER GU T TER SCUPPER DETAIL @ LEADER GUTTER r �M1;1 DESIGN LOADS DEAD LOAD = AS OCCURS LIVE LOAD = 20 p.s.f WIND LOAD = 70 m.p.h. EXP. C BLDG CODE = 1997 UBC SEISMIC DESIGN CA TEGOR Y = 4 if i� SUPPLY, INC. 120 FAIRvIEW ARLINGTON, TX 76010 (817) 261-9116 FLAME COMPANY. INFORMAWN THE SEAL LSC: 32255 DRAWN BY.• NK , r CHECKED 8Y.• g DATE.• .' 110T105 a� w 4. Ui ft.� SHEET TITLE EJ-J