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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 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 ver ica oa Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />O O <br />8F8-0B/1 T <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8RF6-0B/1T ;' <br />O <br />L O O O• O <br />O O <br />8RF14-1B/iT 8RF14-0B/lT 8F16-0B/1T <br />8F44 1B/1T8F40 1B/1T 8RF40OB/1T 8F3218/1T <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8 F 16- <br />B/ 1 T <br />tNOMINA1. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cT-f' precast = 3500 psi. <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 />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 />O O <br />8F16-1 B/1T <br />®O O <br />8F20-0B/1T <br />FORM do GROUT SOLID <br />Q � !• N W <br />J <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />C C <br />G = <br />C <br />r• <br />Q" <br />Q <br />r <br />� <br />#5REBAR TTOP <br />IN. (1) REALTERNATE POWERS <br />MQ'D <br />AR STEEL LINTEL <br />a . <br />q .M.U. #5 REBAR AT TOP <br />a 4 a MIN. (1) REQ'D d 1-1/2" CLEAR <br />" <br />a <br />C < <br />GROUT <br />D <br />Q p <br />%_C.MA <br />K <br />4 <br />e <br />5 REBAR AT <br />rn w <br />- <br />a^ <br />• <br />BOTTOM OF <br />? F <br />LINTEL CAVITY <br />8 U t y0,) <br />` `Q <br />1 Q <br />—BOTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />o U o <br />Q a C7 ¢ J <br />c LL Iu — <br />dz 8 p3p <br />y <br />e L% <br />D �i D <br />ft5 REBAR AT E <br />AS INDICATED <br />"ACTUAL <br />I AL WIDTH <br />(VARIES) <br />¢ S <br />o , o <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 manufacturers specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturers 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 plaNdetalis for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitluos coating. See contractor specifications <br />O <br />4'-0" LL <br />OF <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: Y4"=1'-0" <br />(9 <br />Z � <br />Z <br />Z <br />Q <br />a <br />z <br />�Ltn� (D <br />'4--J w <br />r <br />O wtrii <br />~ <br />NZru U <br />U' <br />mr <br />M <br />w <br />U <br />Q, <br />o <br />A 1 <br />N. K. <br />q� JF <br />LU <br />Qj <br />um <br />To the best of the Engine' �ry9 Iedt*, inf n, and <br />belief, the structural plans a 161} ntalned <br />within these drawings comply with the 2017 Florida <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 />0 <br />Z N <br />0 <br />iv! <br />V) M C <br />M <br />j M I1 <br />NO <br />Z <br />Ln <br />HLL <br />CIL <br />Ce(D-�� <br />Q CL CO <br />WLU <br />Z c0 <br />J � <br />w <br />Za <br />s� <br />�a °W <br />M <br />J <br />R. <br />L <br />Z <br />U <br />= <br />(L <br />"' <br />814, <br />J <br />Z <br />. <br />rj <br />z <br />J <br />Ln <br />r-I <br />W� <br />�8 <br />W <br />Q <br />� <br />Z <br />W II <br />N <br />m <br />l� <br />006 <br />Z <br />g <br />= <br />9 <br />rn <br />,-4 <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 4/12/2018 <br />TECH: MJAMES <br />VERSION NO" 10 <br />SHEET NO. <br />8.0 <br />