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j <br />M <br />15� <br />FV- <br />Q <br />00 <br />ad <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-Llntels 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 ratlonal 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 . O <br />Safe vertical loa Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F441B/1T8F401B/1T 8RF40OB/1T 8F321B/lT <br />FORM & GROUT SOLID <br />o • � W <br />' J <br />O JS BAR CONT. <br />8F12-1 B/1 T <br />0 <br />"V" LINTEL DETAIL <br />SCALE " N.T.S. <br />e�Em <br />M8 <br />so <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />7 <br />8F16- <br />B/1T <br />tNOMINA1.#5 <br />QUANTITY OF <br />WIDTH <br />REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cT-f precasilrntels = 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 (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 />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#SREBAR AT ALTERNATE POWERS <br />OP <br />MIN. (1) REO'D <br />° e CLEAR STEEL LINTEL <br />e <br />e e <br />° .M.U. #5 REBAR AT TOP <br />e • e MIN. (1) REaD Q 1-1/2" CLEAR <br />a <br />e°< e <br />GROUT <br />D <br />n <br />C.M.U. <br />5 REBAR AT <br />BOTTOM OF <br />o y vi <br />4 - <br />0 <br />LINTEL CAVITY <br />V <br />OTTOM <br />O Ci O <br />REINFORCING <br />¢ C7 <br />u <br />7.5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />p n <br />7d : O �q+ ,� <br />p p <br />i <br />5 REBAR AT B( <br />' NOMINAL WIDTH <br />to it <br />� <br />QA Qo <br />AS INDICATED <br />(VARIES) <br />u3 d- <br />. A <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 manufacturers specifications for Installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />Refer to manufacturers 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 piaNdetalls 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 />OF <br />T-10" LL <br />OF O <br />4'-6" LL 4'-6" LL <br />O <br />6'-6" LL <br />O MIN. <br />17'-4" LL <br />O <br />6-10" LL <br />LINTEL PLAN <br />SCALE: Y4'=1'-0" <br />Cry V <br />Z o <br />Z Z <br />Q <br />Vi (D <br />W <br />cn <br />�w <br />�o <br />�U - <br />O"' <br />cn <br />U <br />mCC", <br />N <br />Q <br />L <br />� o <br />� <br />A MD. <br />N_ �O <br />M on r ONO <br />�CM <br />Z l ��z z° <br />Iwo <br />W ui w <br />W _ � -F a <br />V aNrn <br />0� W <br />40 U) s it <br />WLL <br />W 5 •.....�� <br />U <br />� -. <br />'"• GJ Q " b <br />YY • <br />OFESS\0 <br />\` <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 />Resldential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature end seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />za <br />F <br />Q� <br />g <br />a U <br />sZ <br />//y��/�, <br />�� <br />U <br />V <br />rl <br />LJJ <br />198 <br />o <br />Z.--I <br />J <br />Ln <br />W <br />W <br />� <br />�i <br />Ll) <br />ko <br />Q <br />Z <br />o <br />06 <br />Z <br />gLn <br />t8 <br />o <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO' 4v0 <br />SHEET NO. <br />8.0 <br />