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00 <br />02 <br />Q <br />00 <br />2 <br />E <br />0 <br />x <br />.5 <br />0 <br />" <br />w <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. 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 />coati ng. <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, QUALIII' <br />8F441B/1T8F40 1B/1T 8RF40OB/1T 8F321B/1T <br />FORM do GROUT SOLID <br />CV <br />O J <br />#5 BAR CONT. <br />81`12-1 B/1 T <br />„, <br />V LINTEL DETAIL <br />SCALE = N.T.S. <br />Mimi <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />a <br />8F16— <br />B/1T <br />a <br />10 <br />iB <br />tNOMINAL, <br />QUANTITY OF <br />v6 <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />2 <br />O <br />w <br />x <br />J <br />2 <br />O <br />Z <br />11 <br />#5 REBAR ALTERNATE POWERS <br />MIN. (1) REQ'D <br />47 <br />C112LEAR STEEL LINTEL <br />a O <br />a <br />p M.U. #5 REBAR AT TOP <br />a ° c MIN. (1) REQ'D 4 1-1/2" CLEAR <br />° as <br />a <br />° <br />GROUT <br />J = <br />iY <br />5REBAR AT <br />=�t~nw ` <br />° O <br />BOTTOM OF <br />a to z F <br />LINTEL CAVITY <br />w v rn N <br />o <br />—BOTTOM <br />O X U O �- <br />Z <br />REINFORCING <br />PROVIDED IN <br />¢ ¢ Cd <br />Z "— in w <br />7-5/8"ACTUAL <br />' NOMINAL WIDTH <br />LINTEL <br />¢ _' Cr 3:N <br />(VARIES) <br />r~n LnX 0- <br />MATERIALS <br />c�slintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) 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 />D I D #5 REBAR AT E <br />QL QAS INDICATED <br />o o <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 />O O <br />4'-6" LL 4'-6" LL <br />O <br />5-10" LL <br />LINTEL PLANT <br />SCALE: %4'=1'-0" <br />C9 r <br />Z o <br />— o <br />Z <br />Q <br />Z <br />cii C9 <br />cn <br />rJJ <br />°V — <br />OLU <br />m <br />LJ <br />— U <br />N M <br />ce) <br />0 co <br />aj <br />U <br />O CD <br />ll <br />O <br />Co <br />co d0 <br />rn Q 6 <br />B D® <br />X-C B D C <br />N N <br />� � b <br />O M O] ONO <br />Z W d 6 a d �z w z <br />U) F o.s ww <br />w <br />W Q -g ° w <br />LU�LL� <br />V¢ w <br />Za ra rn <br />O <br />Fa 0�(D oo <br />U)MECP <br />Z <br />LL �f�q <br />W a;tE€'rl011 <br />VIiRi,FDSE i.COM <br />; `1 SIJE %CQ <br />O <br />y <br />(-}`\\ ; <br />FL <br />Arr0FE S+SkwC <br />'d� <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. 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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0Z <br />Z¢ <br />za <br />¢ °d � <br />w <br />U <br />00 <br />Z w Z <br />�0wZZ <br />.2 f <br />W 0 � <br />0 Co @ <br />< <br />L <br />Z Z <br />> <br />c <br />z <br />S <br />Z <br />4� <br />J W <br />U <br />T� <br />V • <br />CL <br />u, 9 <br />CFO <br />.4 <br />J <br />LLJ <br />� O U <br />U, <br />Z <br />U�� <br />Z<z� <br />� <br />N <br />J <br />W �a <br />Q <br />Ce <br />o �-0 <br />Z <br />Z <br />•—I <br />0 <br />LLJ <br />J <br />Ll� <br />r-i <br />LU <br />2: <br />Q <br />LLJ <br />¢ <br />Z <br />Z o <br />� ta- u <br />8~� <br />z <br />cD <br />N <br />l0 <br />Z <br />t <br />YZ o <br />o <br />QZ <br />In <br />¢UJ <br />0 <br />06 <br />J <br />= <br />r, <br />SCALE : AS NOTED <br />DATE : 6/19/2018 <br />TECH: MJAMES <br />VERSION NO. 4s0 <br />SHEET NO. <br />8.0 <br />