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L <br />ry7 <br />I <br />�N� <br />y <br />o] <br />L) <br />00 <br />E <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 L/360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed L/180. <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 <1 .0 <br />Safe vertical load Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY <br />E <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40OB/1T 81`321B/1T <br />FORM dr GROUT SOLID <br />O W <br />� J <br />U <br />O /5 BAR CONT. <br />8F12-1B/1T <br />(0 <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />E Fill <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />i <br />J =� <br />w <br />8 <br />F 16— B/ 1 T <br />H J <br />a <br />�Z <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#SREBAR <br />MIN. <br />ATTOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />O <br />°a <br />d °on <br />C.M.U. <br />#5 REBAR AT TOP <br />A. e <br />GROUT <br />MIN. (1) REQ'D ° G <br />D 1/�, <br />T 4 J s <br />1-1/2" CLEAR <br />° a <br />v c ° <br />C.M.U. <br />5 REBAR AT <br />= m rn w <br />° O <br />BOTTOM OF <br />— <br />�: w z w to <br />o <br />LINTEL CAVITY <br />w O 0 cn J <br />o \ <br />O <br />OTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />O¢ L) Z <br />Q Q C7 <br />O LL o w n <br />7d O 3r i� D D <br />=' � ¢ R'r' 10 L. <o <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />7-5/8"ACTUAL <br />" NOMINAL WIDTH <br />(VARIES) <br />5)) <br />4 <br />MATERIALS <br />cI i' precast lintels = 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 wl <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 />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 (AII <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 />UF OF <br />5'-10" LL II LL <br />O OB <br />5'-10" LL <br />2Fj <br />17'OE <br />4"LL <br />MIN. <br />LINTEL PLANT <br />SCALE: %4"=1'-0" 1 <br />� m <br />Z r"> <br />z� <br />z� <br />Q <br />a. <br />41 W <br />�o <br />°V — <br />0 W <br />o <br />U <br />� n <br />m <br />W <br />N M <br />0) M <br />,'moo chi <br />tll <br />OO CD <br />LL <br />V <br />t5 00 <br />0 <br />O <br />O <br />rn Q d <br />A 1 <br />B D. <br />f C B D C <br /><< <br />N �D <br />V] � <br />h 00 <br />W C. E1 Z <br />(7 <br />) , <br />LL O C <br />LU Q o <br />� LL W <br />,; <br />LU V¢n� <br />Z O 9 a <br />LLt7H:EMoc� <br />Zt+rEr A <br />L�� <br />•� <br />W-WW, 36N <br />E <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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />�o <br />w <br />za <br />as <br />w <br />v <br />�zw0 <br />Z U <br />C7 0 W <br />Lu <br />L O <br />U w <br />NO <br />2 <br />� <br />L <br />f <br />z <br />0 <br />a <br />u <br />J <br />_ <br />,� <br />J <br />T7 <br />C3 <br />, <br />. <br />µO1Ioz <br />rYF' <br />C) <br />O <br />OZ <br />TF <br />r*1 <br />_J <br />< J <br />¢Q0 <br />W <br />Z <br />LU <br />L0 <br />LU t2 <br />LU <br />Q <br />Q <br />Z <br />�'' <br />�Z <br />M <br />fV <br />� <br />z <br />� <br />Z 8 <br />CID <br />� <br />M <br />W <br />z <br />LU <br />2 <br />Jz <br />� w <br />f <br />,-I <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO, 4n0 <br />SHEET NO. <br />8.0 <br />