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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. Cast4n-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 vertical load Safe horizontal load T <br />GENERAL CONCRETE LINTEL SCHEDULE <br />8F8-1B/1T 8F8-0B/1T <br />O <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F44 1 B/1 T 8F40 1B/1T 8RF40OB11T 8F321B/1T <br />FORM & GROUT SOLID <br />o <br />�U <br />0 #5 BAR CONT. <br />81`12-1 B/1 T <br />O <br />Y' LINTEL DETAIL <br />SCALE = N.T.S. <br />so <br />on <br />so <br />M <br />I <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />= <br />� <br />J w <br />8F16— <br />B/1T <br />a z <br />6o <br />f <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />1. c 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 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 />#5 (1)REBAR AT TOP ALTERNATE POWERS <br />MIN..(1) REQ'D <br />a n -1/2" <br />CLEAR STEEL LINTEL <br />C o <br />a <br />d—.0—C.M.U. #5 REBAR AT TOP <br />a' G MIN. (1) RECI'D ° 4 1-1/2" CLEAR <br />a _ <br />4 <br />D <br />c <br />GROUT <br />r J O <br />Q L <br />to tr <br />° Q <br />C.M.U. <br />5 REBAR AT <br />= o w <br />_ <br />Q <br />O <br />BOTTOM OF <br />F rn Lu <br />w 0� <br />o <br />LINTEL CAVITY <br />in <br />Q UJ w <br />X0 <br />1 <br />—BOTTOM <br />O X V F- <br />" <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢ ¢ (7 <br />❑ <br />Z w <br />Q -' 0 � � <br />22 W <br />" <br />D D <br />i A Q <br />#5 REBAR AT B( <br />AS INDICATED <br />7-5/8"ACTUAL <br />" NOMINAL WIDTH <br />(VARIES) <br />m <br />, <br />° ° <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 />U UB <br />5'-10" LL 6-6" LL <br />O O <br />4'-6" LL 4'-6" LL <br />OE MIN. <br />17'-4" LL <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />C9 <br />C> <br />— <br />Z CO <br />Z <br />Q <br />a <br />U) z <br />Ln 0 <br />cn <br />w <br />•U <br />— <br />w <br />0 <br />~ <br />C <br />o <br />i C/i ~ <br />O r-p. <br />- <br />� <br />mcli <br />Lt t <br />F-- <br />O <br />Cal Cl) <br />(` -O Q <br />CO N <br />— U <br />O <br />L LL oo <br />U a) <br />fl-o <br />Q A <br />FL ci <br />®® <br />N C E D C <br />4 <br />E•. <br />N j' <br />rn <br />�pQn '�W7 <br />1- <br />L <br />CM <br />LL Cf7 N Uf'`,e C� y w <br />t <br />J <br />0, E <br />r��ffNU11114tgtt <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 2017 Florida <br />Building Code - Residential 6th Edition. 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W <br />U a m a <br />0 < <br />N <br />J <br />w O J <br />a¢¢� <br />oW�o <br />Z <br />Z <br />N <br />N <br />o � <br />ofO <br />W <br />J <br />rl <br />W <br /><C <br />W <br />Q <br />z <br />?a�0 <br />�zo <br />Lu <br /><~Z <br />N <br />d' <br />LnaZ <br />Z <br />j Z <br />m <br />: <br />¢ Z <br />00 <br />_ <br />T-i <br />11 <br />to <br />SCALE : AS NOTED <br />DATE : 12/28/2017 <br />TECH: ERAND <br />VERSION NO. 2n0 <br />SHEET NO. <br />8.0 <br />