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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 5-112" 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 verttcal (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 />ii�v I L LWI I Hkkullwyll M <br />WA E <br />UA <br />8F441B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T <br />FORM do GROUT SOLID <br />O d. W <br />U <br />0 #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />mom <br />00 <br />CFI LED WITH i�i� <br />F =FILLED WITH <br />#5R(1) <br />MIN. <br />BAR CI'D <br />(1) REQ'D <br />ALTERNATE POWERS <br />GROUT / U = UNFILLED <br />I -1/2" <br />R=RECESSED <br />CLEAR <br />STEEL LINTEL <br />QTY. OF #5 <br />� <br />° ° <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />s <br />c� <br />4 ° <br />.M.U. <br />#5 REBAR AT TOP <br />< <br />LU° <br />° ° <br />MIN. (1) REQ'D <br />° 4 1-1/2" CLEAR <br />6 F 16— B/ 1 T <br />a <br />z <br />a <br />o <br />D <br />Z <br />° <br />GROUT <br />NOMINAL.QUANTITY OF <br />5 REBAR AT <br />LO rn <br />° 4 c.M.u. <br />WIDTH #5 REBAR AT <br />° <br />BOTTOM OF <br />acn Z- w <br />_ <br />4 <br />TOP <br />NOMINA <br />° <br />LINTEL CAVITY <br />w W O m 0 <br />x0 <br />n <br />—BOTTOM <br />0 = U F— <br />HEIGHT <br />REINFORCING <br />Q ¢ 0 M Z <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z W 1° <br />D D <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ d � � <br />5 REBAR AT BOTTC <br />(VARIES) <br />(~n'o 11 a <br />�° �, �° AS INDICATED <br />MATERIALS <br />c�T precast lintels = 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 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 />7/32 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 (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 />6-10" LL 6-6" LL <br />O O <br />6-10" LL <br />O <br />17'-4" LL <br />(�) <br />MIN. <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />CD <br />zM <br />— o <br />©C <br />J <br />U) z <br />Cn CD <br />va <br />a--� UJI <br />w <br />E <br />Cn = <br />o Mo <br />cli <br />U <br />N M M <br />w <br />~ <br />a (a Cl) <br />O o N <br />o <br />_ <br />U <br />LL CO <br />O C C, <br />a) <br />Q <br />CO <br />Lo O 7t <br />M ¢ O <br />0 <br />p <br />°®y <br />f <br />�t <br />1 <br />lL <br />x�o <br />• <br />LU <br />LU <br />�a fit" <br />Z <br />�C9 <br />�J Q'e� <br />To the best of the a ee ' ob`����ee {{i� tiloo�j d <br />belief, the structural Aland sp'EtifFc§FZs co �ii <br />within these drawings co +N <br />Eb♦rtl(d�� n a Building Code - Residential 6tN E{i A, er'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 />0 <br />0 <br />Z N <br />0 <br />0 <br />fO C0 <br />Z <br />M <br />Q 'gyp <br />l2 'L <br />0 <br />C U <br />Z <br />7-4 <br />V �0o <br />Q <br />� <br />Z <br />(0 <br />Z <br />W <br />J <br />MJ <br />0, <br />io <br />w <br />Za <br />�a <br />w¢ira <br />UZ80 <br />ZwWM <br />I—jZZ <br />7a2f L <br />O LL1 <br />ULU 04 <br />FO <br />O Z <br />ZZ <br />lfF}_i_- <br />Q U <br />Z Z <br />w <br />Z <br />Tl <br />V <br />ON <br />V <br />D <br />fu <br />H <br />> <br />1� <br />Q <br />O <br />U <br />CL <br />:,i W <br />J <br />LU <br />w <br />0oz <br />¢ <br />o <br />J <br />Y <br />f V <br />(V <br />JZ¢g$ <br />wrz< <br />c� a a <br />Q <br />X <br />Z <br />Zw <br />N <br />LD <br />Cy <br />W <br />—1 <br />Lr) <br />rl <br />W <br />W <br />Z <br />'0� <br />w o <br />LU z <br />Lli <br />Z <br />ZUJ <br />a ce <br />Z <br />Nz <br />m00 <br />O <br />:5 <br />2 <br />ao <br />Z <br />rn <br />,--1 <br />a <br />V) <br />SCALE : AS NOTED <br />DATE : 12/28/2017 <br />TECH: ERAN D <br />VERSION NO- 10 <br />SHEET NO. <br />8.0 <br />lllll�lf�� �IIIGI �I!AI■M11A�1 <br />iti <br />II,. 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