Laserfiche WebLink
LEGEND <br />I <br />6'-0" 4'-6" 5'-11/2" 5'-01/2" 6'-2" 3'-2" 4'-6" 4'-2" <br />MB—I I I I M13-1 M13-1 <br />>n <br />f <br />A <br />I <br />O <br />i <br />�n <br />0 <br />I I <br />frl N O <br />P(� <br />• ® INTERIOR BEARING WALL <br />• _ _ _ BEARING HALL ABOVE <br />• BEAM / HEADER <br />• LOGATION AND EXTENT OF 5HEARHALL <br />• I: ' ; I EXTENT OF OVERFRAMING <br />L-. - - -'.J <br />• -- -- -------INDI6ATE5 1/8"A" SAW GUT GONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORGED GMU GORE <br />(5EE NOTES) <br />J L METAL HANGER <br />INDIGATES POST ABOVE. PROVIDE 50LID <br />BLOGKING UNDER POST OR JAMB ABOVE. <br />MASONRY LINTEL DETAILS <br />REINFORCEMENT <br />MARK <br />DE516MTION <br />TOP <br />BOTTOM <br />5HEAR REINFORCEMENT <br />MB-I <br />8F8-OBIOT <br />----- <br />----- <br />MB-2 <br />5F8-IB/0T <br />----- <br />(1) #5 <br />MB-3 <br />8F16-115AT <br />(1) #5 <br />(1) #5 <br />MB-4 <br />8RF14-I5 <br />----- <br />--- <br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., <br />AND LOTT 5 GONGRETE. <br />NOTE5: <br />I. ALL LINTEL5 W 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. <br />2. 5HORE FILLED LINTEL5 A5 REQURIED. <br />3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. <br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. <br />5. ALL REINFORGEMENT 5HALL BE GRADE 60, f9=60 k51 <br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. <br />1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELON <br />MASONRY LINTEL ASSEMBLIES <br />5EE SCHEDULE AND 5PEC►FICATION5 FOR ADD'L INFO <br />GROK 6RM <br />........ "' BOTTOM REINF. <br />PRECAST LINTEL. W PRECAST LINTEL, W <br />EMBEDDED REINF. � I I EMBEDDED REINF. <br />MB-1 MB-2 <br />TOP REIW. OR COW. CONT. BOND BEAM <br />BOND BEAM I;Mlw. R <br />REIW. AS REQb <br />GRour 6ROur <br />BOTTOM REIW.BOTTOM REIW. PRECA5T LINTEL W <br />PRECAST LINTEL w/ EMBEDDED REIW. <br />EMBEDDED REINF. <br />{�—�—{I- fV �I—'w• —IF <br />MB-3 MB-4 <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES S SCHEDULES <br />N <br />d <br />�z <br />S <br />O •• <br />.<O. <br />© copyright: MUMI j ft <br />Structural Engmeenng, Inc. <br />a(D <br />Z <br />�W <br />W <br />W N <br />Z <br />z Q <br />W a <br />J L <br />Q <br />Z= <br />U � 0- <br />�� C� <br />mE <br />= Q Q <br />J W y <br />C Y <br />y m <br />W CD N <br />M C. <br />M&K project number: <br />068-200 1 1 <br />project mgr. NJ M <br />drawn by; KG K <br />issue date: 05-2 6-20 <br />REVISIONS: <br />date: initial: <br />d <br />Q <br />0 <br />J <br />L <br />Uj <br />O <br />MB-1 nn Z <br />• o 0 0 Cz c°n <br />�Cn <br />I v` <br />N ME-1 MB-1 0 0 <br />\Z ................................................ ................. 0. z <br />............ a <br />MB-3 <br />iW`-0 16 -0 -0 5 -2 3 -2 51-011 0 Z <br />201_011 I_ 11 1_ J J <br />5 4 13II 4 W <br />BLOCK PLAN <br />sheet: <br />SCALE: 1/4"=1'-0" (2244 SHEET) <br />SCALE: 1/8"=1'-0" (110 SHEET) <br />Fm2.0 <br />