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GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed Joints. <br />2. Shore filled lintels as required. <br />3. Installation of lintel must comply with the architectural and/or structural drawings. <br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate <br />vertical cell reinforcing and grouting. <br />5. All lintels meet or exceed 1_1360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed U180. <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete <br />masonry units. <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. <br />11. The exterior surface of lintels installed in exterior concrete masonry walls shall have <br />a coating of stucco applied in accordance with ASTM C-926 or other approved <br />coating. <br />12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) <br />loads shoud be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load / . 0 <br />Safe verticalload Safe horizontal load \— <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS; CASTE-CRETE, QUALITY, LOTTS <br />U14-1 <br />OFORM k GROUT SOLID <br />O <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T <br />AO LID-)© O. O O O U <br />O j5 BAR CONT. <br />8RF14-1B/1T8RF14-0B/1T 8F16-0B/11T 8F16-1B/IIT <br />O © ® 8F12-1B/1T <br />SF20-OB/1 T <br />® "V" LINTEL DETAIL <br />SCALE=N.T.S. <br />Ere <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />6F 16- <br />B/1 T <br />U <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL — <br />HEIGHT <br />#5 EBAR .(1)RE <br />MIN. <br />TTOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />n <br />e °O <br />n <br />#5 REBAR AT TOP <br />° <br />a <br />M. U. <br />MIN. (1) REQ'D ) <br />1-1/2" CLEAR <br />° <br />o <br />z <br />e n <br />4 <br />� <br />Z <br />D <br />e <br />GROUT <br />J L <br />Ln U) � 11 -1C.M.U. <br />C <br />v <br />5 REBAR AT <br />BOTTOM OF <br />= - rn w <br />? w <br />o <br />LINTEL CAVITY <br />- <br />d I. <br />V O W 'o <br />W ^ <br />*-BOTTOM <br />O it Ci n n <br />REINFORCING <br />PROVIDED IN <br />< < O IX Z <br />Z LL p � f.. <br />' a � N <br />#5 REBAR AT BOTTC <br />— <br />7-5/8"ACTUAL <br />" NOMINAL WIDTH <br />LINTEL <br />< • 1 <br />92 it O �° �, <br />AS INDICATED <br />(VARIES) <br />Q <br />MATERIALS <br />c1- p-f' recasflfntels = 3500 pal. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fig = 3000 psi w/ <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psl. <br />6. Reber per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7/32 wire per ASTM A510. <br />S. Mortar per ASTM C270 type M or S. <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) <br />USP MSTAM36 STRAPS EACH STUD <br />((1) STRAPS EACH SIDE) CENTERED <br />W/ (13) 10d NAILS & (8) Y4" TITENS <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) USP MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />ONLY IF NOTED ON LINTEL PLAN <br />1. Refer to manufacturer's specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturer's specifications. <br />3. If lintel Is scratched or damaged refer to Powers Steel for repair. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />see lintel plan/details for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitiuos coating. See contractor specifications <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />oL SEE PLAN <br />�'] 'r T/VNALL <br />2x8 #2 SYP P.T. BASE PLATE • <br />W/ Y2" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ 8" KNOCKOUT COURSE <br />32" O.C. & 6" FROM EACH END 77. W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />1 WALL SPLICE DETAIL <br />8 SCALE: 1" = 1'-0" <br />5'-8" LL <br />Al <br />LINTEL PLAN <br />SCALE: Y4"=l'-OSCALE: "_ ' <br />(c it <br />1J1.-fj <br />c% <br />I J-IL_J] <br />--.-'' 0, <br />I -r <br />r-1fJ <br />-_> <br />z oN <br />OD <br />z <br />z g <br />Q <br />d � <br />M <br />N^' /z/^ <br />1W V LL <br />W n <br />U � <br />Ow � <br />V) c <br />u mom+ <br />a"9 = o, <br />U �3 <br />o <br />ra Q <br />Q � <br />its <br />N <br />Z L <br />z � a <br />W <br />,;1,'X`-''rjt� o <br />ffZ <br />LL <br />- <br />'r <br />• <br />X� 4�_ <br />Z <br />41 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal, <br />r,_ <br />a <br />yz <br />o <br />w <br />z <br />� <br />Q <br />O <br />E <br />aS <br />zo <br />Z <br />M <br />f- <br />—E <br />r� <br />O <br />o. <br />a� <br />o <br />w x <br />�O <br />g <br />w <br />N tro <br />d� <br />m0 <br />Z <br />J <br />< b <br />> <br />o <br />V <br />¢f <br />o <br />�w <br />Fr <br />CD <br />z <br />zl� <br />a r <br />u <br />c <br />T <br />> Lo <br />^L, <br />W <br />> > <br />00 <br />C <br />O. <br />O <br />�-. <br />V) <br />O <br />� <br />nC1 <br />W 0 <br />O <br />3 <br />O� <br />M _ <br />LO <br />Ln <br />N <br />00 O <br />00 <br />rn <br />�- <br />Z <br />c O M N <br />O <br />Z <br />c <br />19 <br />E O ui <br />U J < <br />J <br />JOB <br />NO: 19-5895 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />