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GENERAL INSTALLATION N TES <br />1 . Provide full mortar head and bed joints. <br />2. Shore filled linters 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 L/360 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 />jo. 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 <br />Safe vertical I Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS I <br />Ramm <br />I W <br />NA <br />FORM & GROUT SOLID <br />4— < <br />c) <br />#5 BAR CONT. <br />81`12-1B/1T <br />(V) <br />V' LINTEL DETAIL <br />SCALE = N.T.S <br />1111=i <br />01 <br />101 <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT/ U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />F_ REBA @ BOTTOM <br />OF LINMIL CAVITY <br />6- <br />B/1 T <br />�21 <br />1 <br />A <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />0 <br />Z <br />0 <br />REBAR AT TOP <br />MIN. (1) REQ'D ALTERNATE POWERS <br />1/2" <br />EAR <br />STEEL LINTEL <br />4 KU. #5 REBAR AT TOP <br />,,4 4 MIN. (1) REQ'D— �j �A 1-1/2" CLEAR <br />4 L <br />GROUT <br />30: <br />Ir <br />U) <br />—#5 REBAR AT <br />i- � <br />uj <br />7 <br />0 <br />BOTTOM OF <br />uj 0 to <br />LINTEL CAVITY <br />Lu <br />00 <br />",*-BOTTOM <br />uj X <br />0 X U 0 �Z <br />REINFORCING <br />< d lo <br />7-518"ACT <br />�ROVIDIED IN <br />w <br />- Lo <br />40MINAL IDT­H��FINTEL <br />b3:� <br />;o IR <br />(VARIES) <br />Lu 0 <br />u) o: Q- e <br />MATERIALS <br />_L_ 1. 1 c precas tels = 3500 psi. <br />LO 2. fc prestressed lintels = 6000 psi. <br />Lr) 3. grouted per ASTM C476 fg = 3000 psi w/ <br />C'4 4. maximum 3/8" aggregate and 8" to 11" slump. <br />LO <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />CN 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 A51 0. <br />0C) 8. Mortar per ASTM C270 type M or S_ <br />co <br />04 L�NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />C> <br />I L NTEL 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 />ON <br />CN <br />K) <br />C:, <br />_V <br />E! <br />9! <br />05 <br />LO <br />C14 <br />LO <br />CD <br />C'4 <br />CD <br />C-> <br />E <br />LZ <br />A, <br />00 <br />C=) <br />CN <br />C14 <br />C� <br />V) <br />W <br />L <br />L6 <br />_#5 REBAR AT BOTTOI� <br />L <br />AS INDICATED <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 linters prior to <br />applying the cementibuos coating. See contractor specifications <br />A A A <br />6'-10" LL 6'-8" LL 6-10" LL <br />I H 1 <br />5-10" LL <br />A <br />6'-2" LL <br />LINTEL PLAN — ELEV-13 <br />SCALE: Y4"=1'-0" <br />CN <br />u) <br />V) Qr) <br />(D — <br />c'o <br />4--J <br />0 LU <br />(,n ct� <br />V) =3 <br />0`1 <br />W <br />E <br />8 <br />C) C) <br />a m c, <br />Lu -a g) <br />.1 cli <br />0 CD <br />X_ LL 00 <br />C-_ <br />5 � co <br />0.2 g <br />(n CL <br />0 8.:� <br />< <br />A u <br />8 D. <br />LU 0 <br />U) U) <br />pf�z I z <br />LU <br />LU 't <br />(4- <br />174 <br />Z ,,�JE <br />LLM-Lu <br />3 <br />A < <br />)NVVAFDSEN CO": <br />0 <br />4u <br />X Q <br />F E S S <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and spedfirations contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal 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 />Lu <br />Z <br />Z 0 <br />- U 0 <br />0 n a., <br />Z W <br />Z <br />Z <br />0 <br />ID <br />< <br />M <br />Z <br />Ou <br />Z <br />Z� <br />0 <br />� <br />Z <br />Z3 <br />_0 <br />fK3 <br />> <br />lk.0 <br />q_ <br />Uj <br />F_ <br />0 <br />U <br />r%4 <br />1:u- �4 P <br />0 <br />�815 <br />0 <br />11714 <br />CR Zj <br />< <br />00 <br />Z <br />Z <br />1- <br />0 <br />LIJ <br />T__1 <br />1 <br />Z <br />LIj <br />2: <br />< <br />Z <br />Pu <br /><8 <br />Z <br />0 <br />00 <br />CD <br />[Tj <br />U-1 <br />9 Z <br />0 <br />0 <br />ck <br />< <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MJAMES <br />VERSION NO' 4n2 <br />SHEET NO. <br />8 <br />