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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 / . O <br />Safe vertical load Safe horizontal load \— <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F321 B/l T <br />45) <br />FORM do GROUT SOUO <br />� t•:a. <br />N Q <br />O V <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />"W LINTEL DETAIL <br />SCALE = N.T.S. <br />ligillill <br />i <br />a <br />mom <br />MOM <br />In <br />®R <br />Ir <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 />=n <br />J <br />_ <br />Fw <br />8F 16- <br />B/1 T <br />Q <br />Z <br />r io <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />c�precast li-ntels = 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 REBAR <br />MIN. <br />AT TOPALTERNATE <br />(1) REQ'D <br />1/2 <br />EAR <br />POWERS <br />STEEL LINTEL <br />d <br />O <br />d ° d <br />a ° <br />.M.U. <br />#5 REBAR AT TOP <br />° 4 <br />D <br />d ° d <br />GROUT <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />d d <br />4 ° <br />�o <br />p o <br />5 REBAR AT <br />= N rn w <br />Q <br />° <br />O <br />BOTTOM OF <br />ut z w <br />O(0 <br />o <br />LINTEL CAVITY <br />Q V w <br />Ir O <br />n <br />` L L <br />OTTOM <br />o d Z <br />" <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢ ¢ Cd m Z <br />Z LL p w u^ <br />¢ _' O � <br />D D <br />A, <br />#5 REBAR AT BOTTO <br />7-5/8"ACTUAL <br />NOMINAL WIDTH <br />(VARIES) <br />Co In it d- S <br />�o �o <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 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 />4'-0" LL <br />O <br />5-10" LL <br />O <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />r� <br />0 rc' <br />03 <br />_ o <br />CD <br />Z m <br />Z <br />Q <br />U) <br />V, C9 <br />cn <br />W <br />�Q <br />�U <br />OL <br />`n <br />E <br />� �- <br />o 0 <br />00 <br />LU <br />p <br />d M <br />C f6 M <br />T N <br />p o N <br />C LL 00 <br />Lv o <br />Q m <br />U) fl iz <br />0 <br />v <br />rn Q o <br />BD® <br />NCV <br />N N <br />rn too m oNo <br />rn �t <br />Z W �M�z �' z° <br />U)Lu <br />a <br />W Qc'n <br />N7A o w <br />W V ��LLo a Z 113- <br />= o <br />�� <br />.w �0 — <br />V tA 'w o 4 O <br />N M tea, <br />LU <br />A�^.�DSENG.C¢NI <br />'i ✓. 1.; ..f �;` ° <br />r <br />A / <br />J _� Yfo <br />s t- ��• <br />fig, <br />• <br />�qti. <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />OZ <br />Z a <br />w¢CeX <br />UZOO <br />ZLU< <br />�0w Z <br />/ <br />R J <br />CD <br />awU_ <br />UC <br />J kLLL N <br />N <br />Z O <br />Y V <br />i Z <br />g <br />G <br />.0 <br />' `A7 <br />_ / <br />(f� <br />Q <br />p <br />J <br />L1J <br />j w <br />>9 <br />00o <br />< <br />o <br />J <br />o <br />A <br />Z <br />1aoJ <br />N <br />J <br />Z<Z< <br />Q <br />Z <br />O <br />w <br />J <br />L0 <br />> ;LL= <br />W <br />�FYo <br />. <br />Q <br />Z <br />Z <br />$ao <br />aZ <br />m <br />O <br />O� <br />g <br />2 <br />a <br />rn <br />,—i <br />a <br />U0 <br />o <br />SCALE : AS NOTED <br />DATE : 08/08/2019 <br />TECH: FM <br />VERSION N0. 3ol <br />SHEET NO. <br />8.0 <br />r <br />I <br />