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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 L1180. <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, L01TS <br />MWEEMM mom <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF400B/1T 81`321B/1T <br />FORM dt GROUT SOLID <br />O e= W <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />VV LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />= <br />J <br />u <br />8 F 16- B/ 1 T <br />Lo <br />0 <br />S <br />Z <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />MATERIALS <br />cif precasftmtels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <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 />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#S REBAR <br />MIN..(1)(1) <br />RECIQ'D <br />_LE <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />0 <br />C ° d <br />° <br />d <br />.M.U. <br />#5 REBAR AT TOP <br />4 <br />" <br />D <br />A- a <br />° <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />G d <br />4 <br />° <br />GROUT <br />J <br />Q <br />L° <br />r 0 <br />to � <br />C.M.U. <br />a <br />5 REBAR AT <br />= v7 �w <br />Q <br />BOTTOM OF <br />- W <br />'-*—BOTTOM <br />LINTEL CAVITY <br />V O cA 203 <br />LU <br />n <br />0�(jp' <br />. U D <br />REINFORCING <br />¢ a (7 m :; <br />LL <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z O w f, <br />Q CJ <br />D D <br />L, <br />#5 REBAR AT BOTTOM <br />AS INDICATED <br />VOMINAL WIDTH <br />(VARIES) <br />r~n n a <br />o o <br />4 <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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 />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 4'-6" LL <br />O O <br />5'-10" LL <br />O <br />LINTEL PLAN <br />SCALE:1/4"=1'-0" <br />C� <br />Z o <br />— o <br />Z <br />ct <br />r <br />Z <br />cro <br />•W w <br />�o <br />�V — <br />O w <br />In <br />"— <br />o <br />c6 U <br />m <br />L.l.l <br />F-- p <br />U <br />N co <br />� fO M <br />,d <br />_Q? <br />0 0 � <br />V.. <br />0 <br />� <br />< O <br /><C M <br />U) C-O <br />LO <br />i Q O <br />A I <br />NC <br />N .w N <br />� � N <br />Y' OO <br />Z W " C" 9 Z z <br />LL W w <br />W t;j¢= 8 <br />O ��$¢ o 0 <br />00 <br />LL LL d acc <br />y + ¢ A <br />Al <br />":Z- p <br />0 F E d iZ' � 9 <br />���tzfltFg;�,t�6.t <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LE N MAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />O <br />Z <br />Z <br />¢f <br />f g <br />w¢�Cr <br />Uzo0 <br />zw�- <br />O w Z <br />LU <br />J <br />2: W <br />OR <br />O LL <br />WWm <br />� <br />F <br />L <br />ZO <br />T U <br />Z <br />�> <br />LI <br />Z <br />n3 <br />W <br />� <br />O <br />Z <br />0 <br />V <br />d' <br />a <br />_� <br />w <br />= <br />> 9 <br />o 0 o <br />''� <br />4. 9u <br />o>�,y� <br />J 'f,.,�'yx,,4."' <br />W <br />o� <br />`r <br />rj0�� <br />N <br />J <br />Z <br />w <br />-�U_0 <br />Z <br />o <br />w LL <br />9.., <br />Z <br />`�"^� <br />� � <br />UJI <br />J <br />L / <br />rl <br />ty j <br />LU <br />8 Q Z =p <br />^ I— � u <br />$�Z <br />00 <br />h <br />Q <br />Z <br />Z <br />Z <br />m <br />00 <br />= <br />a <br />,-i <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 10129/2018 <br />TECH: WAM ES <br />VERSION NO. 4n0 <br />SHEET NO. <br />8.0 <br />