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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 Ilntels 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 />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, LOTTS <br />8F44 1B/1 T 8F401 B/1 T 8RF40 0B/1 T 817321 B/1T <br />WN <br />Miss 11110�= <br />(�) UV <br />FORM $ GROUT SOLID <br />� J <br />�U <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />1 11 O <br />'V LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />F <br />5 E� <br />E <br />C <br />■ <br />E <br />■ <br />■ <br />■ <br />■ <br />M C <br />• • • • <br />E <br />- <br />E <br />�■ <br />7 <br />• • <br />• • <br />• • <br />• • <br />• • <br />• • <br />1 TrCUCJII]IVHIIVtV <br />F = FILLED WITH <br />#5REBAR <br />MIN. <br />ATTOP <br />(1) REQ'0 <br />ALTERNATE POWERS <br />GROUT / U = UNFILLED <br />R=RECESSED <br />CLEAR <br />STEEL LINTEL <br />G ° <br />QTY. OF #5 <br />° <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />q ` <br />.M.U. <br />#5 REBAR AT TOP <br />q <br />= <br />° ° ° <br />MIN. (1) REaD !� <br />1-1/2"CLEAR <br />8F16- B/1T <br />Q <br />° <br />" <br />° <br />r <br />Q <br />Z <br />fo <br />° <br />° <br />G ° <br />GROUT <br />D <br />Q <br />tNOMINA1.QUANTITY <br />n ° <br />C.M.U. <br />OF <br />° <br />5 REBAR AT <br />m L 4 <br />= - 2w <br />WIDTH #5 REBAR AT <br />BOTTOM OF <br />rL W - r - <br />Lou d <br />TOP <br />° <br />LINTEL CAVITY <br />Ill O y <br />NOMINAL- <br />HEIGHT <br />-BOTTOM <br />REINFORCING <br />< ri OrJ1 <br />7.5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />ZOZ LL O w <br />S b �S g d l D <br />#5 REBAR AT BOTTO <br />" N MINAL WIDTH <br />(VARIES) <br />a) Ix g o �, U <br />AS INDICATED <br />MATERIALS <br />16 GAUGE POWERS <br />T7Fc­p­re_c_asT7ffiteIs = 3500 psi. <br />STEEL BOXED LINTEL <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 />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Rebar per ASTM A615 Grade 60. <br />1. Refer to manufacturer's specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270low relaxation. <br />Refer to manufacturer's specifications. <br />7/32 wire per ASTM A510. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. <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 />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 />applying the cementltluos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />C <br />Q <br />O� <br />00 <br />T-10" LL 6'-6" LL <br />Q �J <br />F B <br />V-10" LL <br />0 <br />17'-4" LL <br />OE <br />MIN. <br />LINTEL PLAN <br />SCALE: %4 =:1'-0" <br />O <br />CD r <br />M <br />Q <br />U)0 z <br />to C9 <br />0 <br />.ra o <br />V - <br />Ow <br />CN <br />VLL <br />v <br />OOOD <br />y� <br />Of O <br />B D• <br />! <br />N ,`r/ <br />V <br />Q��� <br />N b <br />�D <br />pa '� oN0 <br />U) <br />Z ,+ <br />In g d W <br />WLU <br />Z a' <br />_ °' d <br />U. 0 fja'd� <br />W.ts�i,R <br />'O <br />1N1yW.FDb`lrml�G� 13 <br />�r •( ✓mac, l�b OY <br />aL <br />"•• a <br />G0 <br />lr�r`�`ifd((I(till�tttt�� <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 />Residential 6th Edition. Engineers 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 />ao <br />Q <br />f- <br />v"t�� <br />0W <br />�>/ <br />F <br />�a <br />a <br />�S <br />0 <br />J <br />F <br />SP <br />W <br />081 <br />Lu <br />Cie <br />J <br />Ln <br />LU <br />�a <br />U <br />UJ <br />z <br />Z <br />In <br />m <br />6 <br />= <br />8 <br />rr, <br />+-a <br />5 <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 10/4/2018 <br />TECH: ]MUROSKI <br />VERSION NO" 4n0 <br />SHEET NO. <br />8.0 <br />