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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, <br />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 L/360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed L/1 80. <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 vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, L01TS <br />RIMM ik�m <br />E IVA <br />8 8 1 -013/11T 8F16-16/1T <br />0 N 1 a g 8F20-08/lT <br />M E; <br />M M a E <br />81`44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />(9 S (9 (9 <br />FORM & GROUT SOLID <br />J J <br />A — 7.; r <br />C'4 < <br />9 uu <br />_J <br />#5 BAR CONT. <br />8F12-1B/1T <br />k <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />C <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR <br />EBA @ BOTTOM <br />OF LINTEL CAVITY <br />:J <br />LLI <br />B/1T <br />Z2 <br />.� <br />m <br />0 <br />L6 <br />Z <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL. <br />0 <br />HEIGHT <br />1L_ <br />MATERIALS <br />T.-T-c-p-r-e-c-asTrintels = 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 (CM U) 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 />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D ALTERNATE POWERS <br />4 '-1LEAR 112" STEEL LINTEL <br />6 <br />4 #5 REBAR AT TOP <br />4 - c MIN. (1) REaD 4 1-1/2" CLEAR <br />> <br />GROUT <br />4 <br />-#5 REBAR AT <br />LU <br />BOTTOM OF <br />0 0 <br />L-s <br />u <br />'W co <br />LINTEL CAVITY <br />"W <br />8 _j <br />L) X Lu <br />Lu <br />-BOTTOM <br />E cr C)0 F- <br />Z� <br />REINFORCING <br />a Q C7 n Z <br />7-50ACTUAL PROVIDED IN <br />Z LL P UJ an <br />> <br />40MIWAL WIDTH---' LINTEL <br />< a �: 04 <br />Ld 0 IP <br /><1 <br />#5 REBAR AT BC <br />AS INDICATED <br />(VARIES) <br />(n Ir 81 S <br /><1 <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'-6" LL '-16" LL <br />5'- 10" LL <br />O <br />LINTEL PLAN <br />SCALE: Y4"= V-0" <br />5 111 r _ <br />F <br />0 <br />zM <br />C) <br />. <br />10 <br />Iffm <br />IW=1I <br />IJC=J <br />U) <br />DMo <br />i_U <br />U <br />0 LLJ <br />V) <br />Ln <br />E <br />0 <br />cn <br />'n c) <br />c14 <br />LU <br />(3) M <br />-D cl) <br />a clj <br />0 :, <br />C) Pn <br />I-_ LLoc) <br />5 - oc) <br />0Y <br />C2:f <br />< 0 <br />cm <br />FZ1 <br />U) cL cD <br />u-5 0 <br />cL ,*- <br />d> < <br />A I <br />X C B D C <br />lo <br />U) 81 c�, <br />LU c; <br />UU <br />LU <br />5A ri & " -_ <br />> I u- Z5 <br />:� A a; :E�; , i <br />In Z <br />O..8-C 0 <br />Z5 U) I -g <br />Z U) M e <br />0� co <br />LLM <br />= - <br />CPS <br />x60,t,,,,R� <br />E <br />< <br />'D <br />S't 0 <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 sea] is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0 Z <br />0 <br />of <br />< u <br />8 <br />4 0 <br />c, u, Z <br />Lu <br />n. 2: _j <br />0 <br />U <br />ti 0 <br />z Z <br />2: <br />> <br />Z <br />� <br />Z <br />C: <br />L4 � <br />2: <br />a) <br />-0 <br />57 <br />0 <br />< <br />_J <br />Lz< <br />u <br />2: <br />U <br />0 <br />80Z <br />1.- 0 <br />se <br />0 <br />UJ <br />< U <br />2: 0 <br />Q 2 <br />0" <br />Z <,- Z6 <br />_J <br />< <br />< 0.1 <br />Z <br />Z <br />Lu <br />R 0,2 <br />U.J <br />Lli <br />:1, -, - 8 <br />LU <br />Q < < <br />C:) <br />< <br />< <br />Z <br />Z <br />< cc z <br />LQ 0 <br />Lr) <br />Z <br />U <br />C, Z <br />u-) 0 <br />ck <br />LU <br />=1n <br />< Z <br />Lu <br />O <br />T-q <br />Q_ <br />Ul) <br />SCALE AS NOTED <br />DATE 07/08/2019 <br />TECH: FM <br />VERSION NO. <br />4 n O <br />SHEET NO. <br />8.0 <br />