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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 L11 80. <br />6. Bottom field added rebar to be located at the bottom of the lintei 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 ]Intel in lieu of concrete <br />masonry units. <br />9. Safe load railings 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 vertical (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 />vertical load Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />lug&ISO <br />FLW-A .60A <br />�e 0 =1 A <br />ff IMIIIIIIIIIIIIIIIII 0 <br />8RF14-1B/1T8RF14-0B11T 8F16-0B/1 8F16-1B 1 <br />NNW- i Ulu <br />8F20-OB/IT <br />8 F44 1 B/1 T 8F40 1 B/1 T 8RF40 013/1 T 8 F32 1 B/1 T <br />(q (B em (S <br />FOR <br />9 <br />O #5 BAR CO <br />8F12-1B/1T W. (0 <br />"WLINTEL DETAIL <br />SCALE - N.T.S. <br />C <br />C <br />C <br />C <br />Z <br />mg <br />C <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 />tNOMINA1. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />1. rc precast lintels = 3500 psi. <br />2. Pc prestressed lintels = 6000 PSL <br />3. grouted per ASTM C476 1`9 = 3000 psi wl <br />4. <br />maximum 318" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum not 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 A51 0. <br />8. Mortar per ASTM C270 type M or S. <br />#5 REBAR <br />MIN. <br />AT TOP <br />(1) REQ'D <br />LEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />4 <br />A A <br />4 <br />-.g*-C.M.U. <br />#5 REBAR AT TOP <br />4 A <br />GROUT <br />MIN. (1) REaD_ 1-1/2" CLEAR <br />> <br />A <br />4 <br />L <br />-45 REBAR AT <br />OF <br />'_j <br />Z uL b <br />0 <br />BOTTOM <br />LINTEL CAVITY <br />(L Lu 3 �- <br />8 �_ U) <br />8 <br />_ZOTTOM <br />Dird <br />9 <br />REINFORCING <br />(PROVIDED IN <br />LINTEL <br />< 0 <br />A U_ ix <br />Z - Ci Lu a <br />#5 REBAR AT BOTTC <br />w L <7 AS INDICATED <br /><1 <br />L <br />7-5WACTUA- <br />'NOMINAL WIDTH <br />(VARIES) <br />(cr, <br />& I I a <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 />CD <br />U-11 <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 manufactures 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. Lintei 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 cemendbuos coaling. See contractor specifications <br />O <br />6-10" LL <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6'-6" LL <br />(�) MIN. <br />17'-4" LL <br />O <br />6-10" LL <br />LINTEL PLAN <br />SCALE: Y4"=1'-0" <br />0 <br />C) <br />C) <br />CD <br />(0 <br />V) (D <br />C-1 <br />4--J (W D(U <br />U <br />0 LU <br />in C2,_ <br />C, <br />L_IJ <br />E <br />8 <br />, T, <br />C14 <br />a) Cl) <br />C. 0,1 <br />q, <br />Ln "It <br />a; ¢ C; <br />Al I I <br />a D. <br />I <br />Z Z <br />1Z 5 a2r-5, <br />lu <br />uml, <br />eTF <br />0 F E S S%ov I'* <br />rj 1111 <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 />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />1 9 <br />Uj <br />Z g <br />1.5 <br />F� <br />Uj <br />10 <br />8 <br />Z <br />D <br />C <br />0 <br />U <br />U_ 2E <br />0 <br />I <br />ON <br />LU <br />P <br />P <br />C'*4 <br />Z <br />8 <br />51R� <br />LU <br />ON <br /><;t <br />Z <br />Z <br />LLJ <br />T--4 <br />Ln <br />LLJ <br />Its <br />ri <br />lC <br />< <br />Z <br />Z <br />tu <br />Z <br />N S <br />0 <br />ck <br />Z <br />g <br />UJI <br />Z <br />WaZr-I <br />-4 <br />1 <br />SCALE AS NOTED <br />DATE 5/7/2019 <br />TECH: FLORES <br />VERSION NO - 4wO <br />SHEET NO. <br />8.0 <br />