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05-1470-008t .y v ' i -N unvue - IpdusMas, tne. • M314- D1am. T". .1 114 - ,11/4'; i-- -a FRONT VIEW BEAM NOTES: . 1.- SPLICE TOP REINF.. AT MIDSPAN OF BEAM WHERE REQUIRED. 2 - 'EXTEND 2' -0'' INTO ADJ SLAB WHERE 21/2” 3112" SIDE VIEW . 3/4- Dian. 7* Design Load (ibs) FHEI 114" STEEL Carrier 1 PLY 2 PLY 3 PLY 4PLY Gravity 3710 6650 7330 7330 Uplift 3710 5470 5470 5470 T - p.G � ArL �? M .,...'- O�I:o 012.05 40 E5 GENERAL NOTES , O Structural Steel: � • -10��3 'Shall conform to the latestASTMA -36 specifications• All expansion anchor bolts shall conform to ASTM A -276 or s • ', ' ASTM A-493. The anchor bolts embedment length must -nF- • BEAM ro7y •;; , • , ? • ` ••� be 5". All structural steel shall receive one shop coat of L •" . approvedpaint. •;• ,. .� '•. •: ; Welding: • r `•" . : ter t� � In � • . .. . _._.__. .. Shall be in accordance withAWF. ; r ISOMETRIC Use welding electrode: series E-70. N.•T•s • S4 1' ,d;Um. V SE :' MV v_VUE w le •-tnd Mta �N4A0P_V ..� N � . tod I� s"�r • ��:� , to /Q'hp G T AUv p iOE Ll f�ftff �21L� •.. _ 1141,; . / i'ntsr►1 1 Cvv ( o� ! 03X22.4 to 914SED MAP•, I�l$�. 1Nt _ ` ' •1 ADD 3 STIRRUPS AT 12" o.c. AT DROPS , • •`� p EXCEEDING 16" OR WIDER TH :w' 1 1 /2'x. 1) •1,449 1 •oto2,© 1 UNLESS OTHERWISE NOTED ' '� Ca_IoGI h APPLICABLE. •STANDARD 90' D •• ' �:' s= �� "jYY. ;'1 i'•� "AN.-CH IJal4'fr P,,E. ET AIL •�, 3.-- ADD 1 '# 5.0 MID DEPTH EA. FACE. HOOK rT!Yf. ENDS, CO NERD 4i 4.- ADD 1 # •5 0 1/3 RD. PT. EA. FACE. RT8 " I EXTEND DROP OF TIEBM. 5.--- HOOK BOT. REINF. ' AT• COL. SUPPORT. g %X.B•2, Q . A ° ' , 77d. 88" BEYOND SIZE OF OPENING j% r r AT E (Xi END WHERE BEAM TERMINATES 2 #5 T • DROP TIE Bat- -� All roofing components sha-11 Have the produot•' Control & 90TT D WINDOW OR Acceptance number imprinted *on the material t andlor AT SLAB EXTEND TOP BARS • �� 'M`S . TOP PAR cn DOOR ADD 2 s REINFORCEMENT BARS p p INTO ADJACENT SLAB TO 1/4 BAR C' BAR �' BAR FOR EVERY 8 "- OF DROP oontainer, as mandiated b.9 the Chief 10roduat Control PT. OF SPAN OR EDGE OF ; z 4 #3 TIES 0 , • � Officer ' CANTILEVER Q - I r 1 ' 8 ` 12" O.C. OPENING FOR WINDOW, DOOR 6''''' 0 48" 'O. C, oR SLIDING DOOR. SEE FLOOR ,AI t roofin materta is shall be testa tied.:a;a er PLAN & ELEVATIONS ' - `• a roves rQduat a roved ;A4 ItllI1 a a d IN BEAMS USE 90' ST � • HOOK FOR MIN. ONE . BOTT. BAR @ END SUPPORT (U.O.N. IN SCHED.) STIRRUPS OR TIES AS Oro, SCHEDULEED (SYMM. EA. END' U.O.NN.) L -1 SPAC SCHEDULE FOR •� L--1 OR L -2 �H � GREATER SPAN NomL -2 OR L -3 H GREATER SPAN S ERE ;BARS SPLICE PROV ....::...:a.,.,.•.__._ . C�} Pol�ir of I f��lN1�I[C, N•TS• SPLICE BAR (U.O.N. IN SgIED.) deg L-2 L -3 C-4 PI) P'C,ON�N000S" IN SCI -DULNF REQUIRE A PLI E (U.O.N. I SC ED.) ZESS.- tf;K40 2 #5 IN FULLY�� ,4.1 �...._. GROUTED ADJ NT NO, 9 GAGE STANDARiD- ; MASONRY CELLS TYPE' HORIZONTAL REINFORCING EVERY OTHER COURSE TyP•' REINFORCEMENT BAR 1•� „ �. 9 GAUGE DUR —O —WALL HORIZ �,�,. REFER TO FND. PLAN' N60 O.C.) EXTEND 4 (EIIJ� fflN EVERY OTHEW& FOR SIZE AND LOCATION COLUMNS • �• N 19 rT &IL- - .ND DUR -•0• WA-t L �1 CONCRETE G101�3MtJ 30Th SIDES 8" X 8" X 16" CONCRETE MASONRY UNITS E 9 GAUGE DUR —O —WALL HORIZONTAL ,. RE7, FORCEMENT EVERY OTHER COURSE 8 X 8 X 16 CONCRETE t'' K SS TYPE) MASONRY UNITS �o 7_oOT 1._ • NM CAL ROM 1 ZC3 4L c � ►r� S♦ ,�. • �— /-----3 X 3" CLEAR UNOBSTRUCTED OPENING l ' I 1 f 5 IN 3000 PSI jROU T : FFqIL ED r L. PPROVID CLEANOUT �* t0 s-t ♦tilt srzt un I. FlL B�1 D0 tSPAT Apt p BAR t2 "3 AT OOK REINF. I a TOP ANO BOTTOM MO COHCAElEsC0lo. ;� ;i t�ttIFR E if ON ....._._ 8" x 8" x •16" CppN RETE At 6= sm " sr;tli "$-I d M MASONRY UNITS 1Al% TYPE "M" MORTAR , ..�•�.: 4 " CONC. SLAB EW �2 LAYERS) OF1.4x3 -4 a CaIfCSE!¢ 11�SOt1lOf tits ' LDED "0E M N CLEM ti71H In 1l• 11 N a COMPACTED FILL r •'4 :. . • rrl.,,. +r..w�,r,S.•.w1�..,t,i.•.j,,r�: • t..••• • j'•_ u..r.r..y.,,.w• : a 4A ' ''• �•KS. -;��. i ••' •,'•� f• f. •• _`',rN•_i.,.'�^ :� s% t ,,. •.s. ,,,� • ;• �/APOR BAJ2RIEF2 ;v +$ : '•• »- • /e wr1•dr i} • IAA «A rrArr�r'rr irw r1/rY1•rrr • tla •fir Vim- y • / SEE• FND. PLAN ' FOR SIZE AND REINF. �� ; •I 1 t • =1A --sue Wit: F ITS, CONC, C ;;�s.��h;;, ��+�'. 5�a•? .�a:[�� :6rsii,�.i•Se «��:t. -..F_ ..a.•• •de.e . .. i. •.• • •t •t iw. •. . . .. . T . . . .r ..... ..t... .: •t; „i`ze ::a. e•:ILt � >.a:��''.A.. ✓ -',: YtiTh {`y„ :�:.;i• i•, af, � I ♦ T • _ _ — _ _ ' T��ISIOAt3 �� I i Ir c ti i i 5 M M Z v�ikM C', m`n'nz 8 ZSQr°,r° U4 (() .., n- Ce t� 0 0 ~ U j i • W �) V 'LL . z• W U) Q � Q •� i m — z W. Q Lid - O CC 1.z I 0CJ�� Q � .I Z W ; 0 _ 0, r�. 0 CC 0 t0 Q LL 1n i .I . I yawn: aob•�o•2��`L