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Q <br />-v <br />N <br />O <br />Q <br />00 <br />00 <br />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 repar 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 AC1318 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 verftcal (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 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 81`321 B/1T <br />FORM & GROUT SOLID <br />4 .• N W � J <br />O - #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE - N.T.S. <br />■ <br />■ <br />E <br />MN <br />. . <br />. . <br />. . <br />. . <br />. . <br />. . <br />. . . . <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16- <br />B/1T <br />tNOMINAL. <br />QUANTITYOF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c p�-"f- recasilintels = 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. Rebar 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) <br />IN. <br />RAT TOP <br />(1) REQ'D <br />�R <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° 4 <br />4 <br />° <br />.M.U. <br />#5REBAR ATTOP <br />44 4 <br />a <br />MIN. (1) REQ'D ° 4 1-1/2" CLEAR <br />" <br />_ <br />a <br />4 4 <br />G <br />Y <br />GROUT <br />J a 0 <br />n <br />ir ° d C.M.U. <br />REBAR AT <br />= — rn w <br />V <br />O <br />BOTTOM OF <br />LINTEL CAVITY <br />w - <br />OTTOM <br />o ¢ Ci $ v <br />REINFORCING <br />o LL t7 X <br />7-5/8"ACTUAL <br />LINTTE DED IN <br />Z — b 3 � D D <br />REBAR AT BOTTC <br />�, <br />'NOMINAL DTH <br />(VARIES) <br />¢ g �° �° 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 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 />5'-10" LL 6'-6" LL <br />O O <br />5-10" LL <br />O <br />17'-4" LL <br />(i) <br />MIN. <br />LINTEL PLAN <br />SCALE: %4'=1'-0" <br />0 L <br />Z <br />Z <br />Q <br />a <br />Z <br />�' 0 <br />� W <br />(] Y <br />ao <br />•U — <br />OLu <br />2 <br />W <br />M <br />ti <br />yp�P1 <br />M <br />U <br />2 <br />�g� <br />¢, <br />X Q d <br />Al I B D. <br />11,C <br />t <br />N �O <br />LU °' w <br />' LL a <br />LU V0 a'a•- <br />,9'a x S <br />t7 y P oa <br />LL Wesr= <br />' 9Z <br />A <br />N <br />11111101;j1Z i O <br />Zi <br />Qj <br />Q J -J <br />V <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and spedficadons contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residentlal 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />9 <br />wR <br />Zg2 Q <br />S <br />a <br />C <br />g01U <br />-, <br />L <br />U9�6_� <br />c <br />Ug <br />` I <br />Q <br />WZ <br />U <br />v <br />tug <br />Q W <br />CIS <br />LU <br />J <br />U111 <br />--4 <br />1 Lli <br />W <br />X <br />f � <br />u <br />d- <br />Z <br />Z <br />t- <br />0 <br />0° <br />g <br />W <br />o <br />SCALE : AS NOTED <br />DATE : 6/19/2018 <br />TECH: MJAMES <br />VERSION NO" 4n0 <br />SHEET NO. <br />8.0 <br />