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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 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 />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 �� . 0 <br />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T <br />O O © 0 0 O O �. <br />0 O 0 0 <br />8RF14-1B/1T 8RF14-OB/1T 8F16-0B/1T 3F16-1B/1T <br />8F44 1 B/1T 8F40 1 B/l T 8RF40 OB/1T 8F321 B/1T <br />© 0 <br />. ' ' <br />FORM & GROUT SOLID <br />CU <br />#5 BAR CONT. <br />,• <br />8F12-1B/1T <br />O O <br />8F20-OB/1 T <br />® <br />"V" <br />LINTEL DETAIL <br />SCALE = N.T.S. <br />F = FILLED WITH <br />GROUT I U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />= <br />, <br />W <br />8F16- <br />B/1T <br />F- J <br />a <br />Z <br />n <br />tNOMINAL, <br />i <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />chi p ecasflintels = 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. Rebar 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 />#5 EBAR <br />IN. <br />AT TOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° a <br />O <br />G ` G <br />.M.U. <br />#5 REBAR AT TOP <br />4 <br />D Z <br />a° G <br />° <br />MIN.(1)REQ'D <br />1-1/2" CLEAR <br />° d G <br />° <br />° <br />GROUT <br />r J <br />Q L <br />e <br />v_t h <br />° 4 <br />C.M.U. <br />5 REBAR AT <br />= — to I j <br />° <br />O <br />BOTTOM OF <br />, vim) z w <br />0 <br />o <br />LINTEL CAVITY <br />Lb, � <br />—BOTTOM <br />in¢ d 0- <br />. U <br />REINFORCING <br />4 a (7 U <br />iL <br />7-5/8"ACTUAL <br />1,PROVIDED IN <br />LINTEL <br />z� O w 11 <br />¢ b � cN <br />D D <br />Qo �, Qo <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />" NOMINAL WIDTH <br />(VARIES) <br />u~) Lo X 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 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 cementitiuos coating. See contractor specifications <br />4'-6" LL <br />O <br />_L <br />L <br />L <br />L <br />7'-4" LL <br />O <br />M11 <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />0 <br />z M <br />0 <br />z� <br />Q <br />J <br />M <br />2! <br />0 <br />V) (D <br />w <br />M <br />•U — <br />O w <br />.2 <br />I— <br />E <br />�Vi <br />o0 <br />U <br />t— 8 <br />a) M <br />M <br />O o 0 <br />_ <br />UaN°�i <br />s u_ <br />Co <br />inflo <br />�a <br />QQo <br />�S.ZS <br />N <br />® e <br />/ <br />�1 a <br />�46 <br />Z`U) <br />'dl <br />t I <br />Z 'O to <br />L <br />V"-0LL <br />Z <br />L�� .m 5 <br />•off <br />-� <br />To the best of the Engirt e�srknowl formatfpr nd <br />belief, the structural plans and,"ec' , atigns co it1 Tied <br />within these drawings comply'wR i6i 41brida <br />Building Code -Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />CD <br />zCN <br />0 0) n <br />t> -tLf)MO <br />M <br />Q Ln <br />a cn •L d- <br />Q U_ <br />ZV <br />C)' <br />I'a <br />CL (� <br />Q <br />Z (� <br />W <br />_J0� <br />d <br />OZ <br />O <br />w 0 <br />Za <br />Z� <br /><a <br />wZa <br />UZ0p <br />ZLu W <br />j Z Z <br />0 X W <br />OLu <br />j <br />00 <br />WOO <br />F <br />L <br />0 <br />o Z <br />Z O <br />^, <br />V/I <br />Q Z <br />g <br />OR <br />' <br />C <br />G <br />Lr) <br />p <br />a <br />L <br />Z <br />� q <br />U <br />7- <br />J <br />LLJ <br />Lu ad <br />I-_ ° o <br />< <br />Ftr <br />o <br />¢ <br />ki <br />Z <br />UOa'ma <br />r4 <br />J <br />z¢o J <br />WZ< <br />i?aZ <br />Q <br />���C) <br />Z <br />o b ce <br />LU <br />Z <br />LU <br />L1) <br />W <br />CY <br />W� <br />� � °: <br />W <br />Fa, Z U <br />oU <br />4Q¢a <br />r�# <br />Q <br />Z <br />w i5 F <br />z <br />Z <br />�-- <br />oaLU <br />N <br />Z <br />W <br />Z <br />�o <br />a <br />0 <br />06 <br />g <br />= <br />Z <br />rn <br />,-+ <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION NO. <br />3.0 <br />SHEET NO. <br />8.0 <br />