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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 / 1 .O <br />Safe verticaloa Safe horizontal load `— <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />.': <br />rr. O 0 <br />O O O O <br />8F8-1B/1T 8F8-OB/1T 8RF6-0B/1T <br />O <br />8F44 1 B/1 T 8F40 1B/1T 8RF40OB/1T 8F321B/1T <br />® © ® 8 <br />Ti <br />8F16-1 B/iT <br />Mo <br />® <br />8F20-0B/1 T <br />ku <br />- <br />EEEEC <br />C <br />E <br />� <br />■■ <br />ii <br />j <br />No <br />M. <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16- <br />B/1T <br />z <br />tNOMINAL <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL, <br />HEIGHT <br />MATERIALS <br />c�lfntels = 3500 psi. <br />2, t'c 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 w/ <br />minimum net area compressive strength =1900 psi. <br />6. Reber per ASTM A615 Grade so. <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 />FORM At GROUT SOLID <br />CV Q <br />4 LU <br />0 #5 BAR CONT. <br />8F12-1B/1T <br />0 <br />V LINTEL DETAIL <br />SCALE = N.T.S. <br />ZZ <br />#S R(1)REBAR TTOP ALTERNATE POWERS <br />MIN..(1) REQ'D <br />CLEAR STEEL LINTEL <br />.a <br />4—.4*—C.M.U. #5 REBAR AT TOP <br />A" a MIN. (1) REQ'D ° d 1-1/2" CLEAR <br />. " <br />° <br />D <br />e <br />GROUT <br />Q <br />e <br />REBAR AT <br />m w <br />= 0 to w <br />C.M.U. <br />) - <br />Q <br />BOTTOM OF <br />y ? W <br />W O u <br />LINTEL CAVITY <br />J <br />w <br />, � `L <br />TTOM <br />OMWUpZ <br />0 <br />REINFORCING <br />a L7 - <br />LPROE DED IN <br />Z— ci 3 a <br />I> p <br />UINAL WIAL H <br />(VARIES) <br />w O <br />to ?S M o. <br />Q o Q <br />AS INDICATED <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 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 plan/details; for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementituos coating. See contractor specifications <br />OF OF <br />4'-6" LL 4'-6" LL <br />O <br />6-10" LL <br />LINTEL PLAN <br />SCALE: %4'=V-0" <br />(D's <br />Z g <br />Z <br />Z <br />Q <br />J <br />d <br />u) Z <br />V^)' <br />Q) N <br />w <br />IDO C <br />E <br />0 <br />l/i f— <br />o 0 <br />m t• <br />U <br />wE <br />® f— <br />�M <br />cmn <br />O <br />0.2 0 <br />U <br />�i <br />00 <br />-Y� <br />a o <br />Y <br />Q� <br />LO �r <br />Sao <br />E <br />•..1 ; � (..�� "'��, N <br />CP <br />Diu <br />OIL 6� <br />Z 11{U{'�� <br />W N <br />d <br />o <br />OU <br />V O� <br />❑❑ <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 Sth 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 />CD <br />O <br />Z N <br />Q � N <br />(f j M <br />M <br />Q -gyp Ln <br />HLLB <br />a r-. <br />V M <br />�( C 0000 <br />Z <br />ZCC <br />Z fB <br />J 0 <br />W <br />�Z <br />a <br />a <br />C <br />LLI <br />QQ J <br />L <br />v � F <br />z <br />, <br />z <br />m3 <br />� <br />0 <br />U <br />= <br />iu <br />�LLJ <br />- <br />LJ <br />O <br />F, <br />0 <br />Z <br />LU ix <br />10 <br />" <br />J <br />1--I <br />� <br />W <br />di <br />Lt <br />Q R <br />SS <br />Z <br />In <br />Z <br />LIJ <br />0 <br />� <br />J <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />8.0 <br />