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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 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 / . 0 <br />Safe vertical load Safe horizontal load -\ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F44 1B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />FORM do GROUT SOLID <br />o W <br />� J <br />0 #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />V LINTEL DETAIL <br />SCALE = N.T.S. <br />0 <br />US <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 />=� <br />8F 16- B/1 T <br />H <br />J <br />u`, <br />rQUANTITY <br />Z <br />tNOMINAL. OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL <br />° <br />HEIGHT <br />MATERIALS <br />c�precastTintels = 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 />#5 REBAR.(1)RE <br />MIN. <br />TTOP <br />(1) REQ'D <br />L <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />a d <br />0 <br />� ° d <br />d °-it-C.M.U. <br />#5 REBAR AT TOP <br />4 <br />D <br />d ° d <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />° <br />d d <br />a <br />° <br />GROUT <br />J 0 <br />Q <br />d <br />U)I- <br />Q <br />C.M.U. <br />5 REBAR AT <br />= - <br />U) U) w <br />4 <br />° <br />O <br />BOTTOM OF <br />Z w <br />w w 0 ai <br />LINTEL CAVITY <br />1- <br />\ \ <br />-BOTTOM <br />o = U O z <br />_ <br />REINFORCING <br />Q ¢ 0 J <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z LL O w Lo <br />¢ •' b 3 m <br />D D <br />#5 REBAR AT BOTTOM <br />40MINAL WIDTH <br />(VARIES) <br />WLo ¢ a 0 <br /><1 � o <br />AS INDICATED <br />a <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 />O O <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />0 <br />(D �p <br />ZM <br />0 <br />- o <br />Z <br />Z <br />Q <br />O <br />Z <br />CD <br />n,V) <br />Q) N <br />w <br />'U - <br />CID <br />w <br />~ <br />L„ <br />c/i r <br />0 <br />o 0 <br />m� <br />U <br />w <br />H E <br />WM <br />CcoM <br />0 .0 Cl) <br />- U <br />O 0 0 <br />I U _� <br />L_ U_ 00 <br />�Y <br />Q m <br />cnQ� <br />u7 0d <br />0. <br />Q 0 <br />A � <br />N C B D C <br />11, f tw... <br />CD <br />b <br />n ' O <br />Zs <br />Jcc <br />(Alt�oo°po <br />Y M O� <br />I. LLL <br />C <br />0 LL O <br />JIM <br />N N <br />tL'° <br />d , <br />CLL <br />m°,o. F L <br />�� afv <br />LLWESS� <br />�\4 <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />O <br />Z C-4 <br />O a) <br />1-•-1 4-J C:) <br />1/-1 M O <br />M <br />Q - Ln <br />Z <br />0- cn •C: I- <br />C) N <br />L_ LL <br />CL n <br />`CL <br />Z <br />a� <br />Z E <br />CID <br />Z <br />WJ C:) <br />oZ <br />�CO <br />a Q <br />LJJ <br />Z a <br />> F. <br />w ¢ Y a <br />UZOp <br />zu,Z� <br />Z� <br />0. <br />Lu <br />awO n <br />KE <br />pFrzO <br />J <br />T <br />L <br />w <br />O Z <br />ZO <br />f Z <br />�/ <br />a <br />143. <br />M <br />o <br />Z <br />C: <br />z <br />¢ <br />UU <br />= <br />fu <br />P1 <br />Li- <br />J <br />LU <br />O u <br />p z <br />U}�y�c� a�a <br />0 <br />J Ltd <br />U, � <br />0 <br />_Z <br />J <br />o <br />W J <br />ZuJ <br />Q <br />Q {J� 2: <br />Z <br />Z <br />TI <br />w�u-2 <br />Q' <br />W <br />W <br />J <br />r-I <br />W <br />Q <br />di <br />Q <br />Z <br />0- a W <br />wQ C)r� <br />L Y Q <br />W~Z <br />A <br />M <br />�i- <br />t /1 <br />U <br />a Z <br />cc) <br />r_ <br />Qz <br />J <br />= <br />aZ <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />8.0 <br />