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O] <br />J <br />I <br />00 <br />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 U360 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, 7132" 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 AC1318 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 / . O <br />Safe vertical load Safe horizontal load \� <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8 8RF14-0B/1T 8F16-0B11T 8F16-1B11T UV <br />I <br />8F44 1B/1T8F40 1 B11T 8RF40OB/1T 8F321B/1T <br />FORM & GROUT SOLID <br />'Cr :d. - tY <br />O r LU <br />TU <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />II (0V LINTEL DETAIL <br />SCALE = N.T.S. <br />i <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 />F <br />8F 16- <br />B/1 T <br />a <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 />- <br />4 O 4 <br />#5 REBAR AT TOP <br />3: <br />G <br />.M.U. <br />4° 4 <br />MIN, (1)REQ'D-_ <br />Q <br />1-1/2" CLEAR <br />4 <br />° <br />. <br />a <br />Z <br />z <br />D <br />f0 <br />° <br />GROUT <br />J <br />� <br />a <br />rn <br />° 4 <br />C.M.U. <br />4 <br />5 REBAR AT <br />= 0 -Z w <br />- <br />4 <br />° <br />BOTTOM OF <br />iL iLw <br />yj <br />cLu <br />LINTEL CAVITY <br />U ((nn <br />� <br />-BOTTOM <br />o ci OX 1.- <br />REINFORCING <br />q ¢ Ci m <br />°u. <br />7-5/8"ACTUAL <br />PROVIDED IN <br />6 w <br />D D <br />8" NOMINAL WIDTH <br />LINTEL <br />¢z ' C7 w <br />d <br /><1 �o <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />(~it <br />4 <br />MATERIALS <br />ci � precasflintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CM U) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <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 />8. 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 />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 cemenbtiuos coating. See contractor specifications <br />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) <br />t <br />STRUCTURAL SHEATHING <br />USP MSTAM36 STRAPS EACH STUD <br />ATTACHED PER NAILING <br />((1) STRAPS EACH SIDE) CENTERED <br />SCHEDULE <br />W/ (13) 10d NAILS & (8) Y4' TITENS <br />o <br />OR <br />c <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) USP MSTAM36 STRAPS ((2) <br />E <br />Fv <br />STRAPS EACH SIDE) <br />AL <br />SEE PLAN__ <br />E <br />T/VVALL <br />t <br />a <br />= <br />2x8 #2 SYP P.T. BASE PLATE <br />`v <br />W/ Y2" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />8" KNOCKOUT COURSE <br />32" O.C. & 6" FROM EACH END <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />1 WALL SPLICE DETAIL <br />SCALE: 1" = 1'-0" <br />5'-10" LL <br />O <br />6'-6" LL <br />4'-6" LL <br />O <br />5'-4" LL <br />G MIN. <br />O <br />r;. <br />ti <br />�y. <br />y. <br />5'-10" LL <br />O <br />5'-8" LL <br />O <br />5'-8" LL <br />•v <br />5'-8" LL <br />O <br />17'-4" LL <br />O MIN. <br />LINTEL PLANT <br />SCALE: )14"=1'-0" I <br />u� r <br />Z o <br />- o <br />Z c0°y <br />z <br />Q <br />0- <br />U) ZClLn <br />0 <br />cry <br />�o <br />•U - <br />Ow <br />o <br />t� U <br />�� <br />m <br />LU <br />t- <br />�M M <br />c N <br />= 9? <br />Bi <br />O o 0 <br />U <br />C <br />�"00 <br />0 c j: <br />Q d) <br />to Q d <br />rn ¢ o <br />A, <br />81D.1 <br />N-C•B-D,C <br />T.W, <br />j <br />m <br />N �O <br />rn <br />O zi; 4r° N <br />U) W t 00 <br />Z E; N z <br />c <br />F <br />wa <br />Qj 01,L a <br />LU U 3 u_ o 'g 1:4LU <br />Z <br />Qj <br />•°• C ) <br />���ttttttll@E1tRt� <br />To the best of the Engineer's 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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />L E N NAR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />OZ <br />CO <br />K <br />p <br />Z Q <br />Q � <br />f� <br />U4O0 <br />U U <br />V'OZW <br />.. 2: J <br />ID <br />OU�Lo <br />«o <br />Uo�O <br />Lu <br />Ln <br />L <br />ZO <br />y U <br />z <br />Z <br />N <br />W <br />�I <br />< <br />Q <br />J W <br />U <br />_ <br />C <br />J <br />LL <br />9 . <br />�00 <br />>G <br />o <br />I� <br />z <br />0. <br />Uo�5 <br />a <br />k <br />fV <br />r"Lu n <br />N <br />a <br />F'_0 <br />0 <br />Z <br />Z <br />LL <br />W <br />J <br />Ln <br />t-t <br />< <br />Z <br />'FY� <br />aao <br />rl <br />M <br />�r <br />,V^! <br />Z <br />t� <br />Lu <br />� NO <br />Z <br />O <br />l� <br />t <br />06 <br />Z <br />g <br />LU <br />= <br />J Z <br />a <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAMES <br />VERSION N0. 5al <br />SHEET NO. <br />8.0 <br />