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GENERAL INSTALLATION N TES <br />1 ' Provide full mortar head and bed joints. <br />2' Shore filled onteis as required. <br />3 ' Installation of lintel must comply with the architectural andtor structural drawings. <br />4. 1.1-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 U1 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-plaoe 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 />oDatlng. <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 <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T <br />0 0 <br />roN ..0 <br />0 <br />Q 0 0 0 <br />8 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T <br />IT �A 0 U__ 0 <br />8F20-0B/1T <br />�12) <br />8F44 1 B/I T 8F40 1 B/1 T 8RF40 OB/1 T 8F32 1 B/1 T <br />FORM & GROUT SOUD <br />J <br />.0 �_#s BAR cow. <br />8F12-1B/1T <br />Q) <br />VLINTEL DETAIL <br />SCALE - N.T.T_ <br />I <br />NEI <br />Kamm <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />W <br />8F16- <br />EB/1T <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />1. rc precaiRTntells - 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 I I" slump. <br />5. Concrete mewry 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 />REBAR <br />IN. <br />AT TOP <br />(1) REQ'D <br />LEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />4 <br />A 4 <br />#5 REBAR AT TOP <br />44 <br />GROUT <br />MIN. (1) REQ'D_ 1-1/2"CLEAR <br />> <br />4 4 A <br />4 <br />--#5 REBAR AT <br />C.M.U. <br />.0 <br />0 <br />BOTTOM OF <br />'�*_ZOTTOM <br />LINTEL CAVITY <br />REINFORCING <br />(.PROVIDED IN <br />LINTEL <br />Z <br />LL > > <br />I . REBAR AT BOTTC <br />M <br />7-5/8"ACTUAL <br />*NOMINALWIDTH ' <br />N R INDICATED <br />(VARIES) <br />L�NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />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 />P, <br />C'4 <br />00 <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 manufacturees specifications for Installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturees 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/detalls for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the comentifluos coaling. See contractor specifications <br />6-10" LL <br />4'-6" LL 4'-6" LL <br />6-16" LL <br />(�) MIN. <br />17'-4" LL <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: Y4"=1'-O" <br />U) (D <br />CSV) <br />(2) <br />U-> <br />4—J LU <br />0 LU <br />0 <br />LLJ <br />812 <br />< <br />!i� <br />1P <br />a �D. <br />JA <br />U' <br />Z MA Z <br />U10 <br />LU <br />UZ N� <br />M <br />W FDS M <br />ZZ Z * __ I <-I)o <br />< <br />0 <br />E FS, <br />To the best of the Engineers knowledge, atlon and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential Sth Edition. Engineer's signature and seel 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 />> <br />Z <br />D <br />jR <br />C) <br />%%-000 <br />U <br />M: <br />Uj <br />X6 <br />R_j <br />C-4 <br />_j <br />H <br />Z <br />UJI <br />Ln <br />T_q I <br />(*'4 <br />00 <br />< <br />Z <br />< <br />Z <br />ITJ <br />0 <br />06 <br />Z <br />:5 <br />Uj <br />rn <br />T-q <br />(L <br />(f) <br />SCALE AS NOTED <br />DATE 10/29/2018 <br />TECH: MIAMES <br />VERSION NO - 4v0 <br />SHEET NO. <br />8.0 <br />'U <br />