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LO <br />M <br />00 <br />I5Z, <br />00 <br />E <br />-91 <br />GF.NERAL INSTALLATION N TIES <br />1 . Provide full mortar head and bed joints. <br />2, Shore filled lintels as required. <br />3. 1 nstallation 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 fintels 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 kx;sted at the bottom of the lintel cavity. <br />7. 7/32" diameter Wre stirrups are welded to the bottom steel for mechanical anchorage. <br />8. Cast-In-plaoe concrete may be provided in composite lintel in Ileu 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 <br />Safe vertical I + Safe horizontal load 1.0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />8F44 1 B/1 T BF40 1 B/1 T 8RF40 OB11T 8F32 1 B/1T <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />6- EB/1 T <br />tNOMINA, QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />1. Fc p"F957sirntels = 3500 psi. <br />2. fc prestressed lintels = 6DDO psi. <br />3. grouted per ASTM C476 fg - 3000 psi wl <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 A51 0. <br />8. Mortar per ASTM C270 type M or S. <br />MELME <br />FORM & GROUT SOLID <br />r <br />_�ZU.1 <br />��#5 BAR CONT. <br />0 <br />8F12-1B/1T <br />'V"LINTELDETAIL <br />SCALE = N.T.S. <br />Is a <br />C <br />Is 0 <br />son <br />0 <br />1 a <br />01 <br />mom <br />0 <br />0 <br />E <br />0 <br />Is <br />Oi <br />Z <br />0 <br />REBAR AT TOP <br />IN, (1) REQ'D <br />1j ALTERNATE POWERS <br />4 A 11-1/2" <br />_y__' 4 LEAR STEEL LINTEL <br />0 <br />4 M.U. #5 REBAR AT TOP <br />A' A MIN. (1) REaD 11-1/2"CLEAR <br />4 P �L� - I I N <br />A <br />GROUT <br />N - <br />> <br /><1 L <br />-45 REBAR AT <br />0 W <br />BOTTOM OF <br />9 <br />Lou 0, <br />LINTEL CAVITY <br />0 <br />'M <br />-BOTTOM <br />a <br />REINFORCING <br />e PROVIDED IN <br />LINTEL <br />% < <br />a LL ci <br />Z-. WLn <br />> > <br />L <1 <br />7-5VACTUAL <br />40MINAL WIDTH <br />(VARIES) <br />ir <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/detalls for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the comentitiluos coating. See contractor specifications <br />6'-10" LL 6'-8" LL 6'-10" LL <br />5'-10" LL <br />6'-2" LL <br />LINTEL PLAN — ELEV—B <br />SCALE: Y4"=1'-0" <br />Ln <br />__j <br />V) (D <br />LU <br />0 LU <br />D u <br />Ln 0!� <br />V) �_' <br />CID U <br />LU <br />C14 <br />0 <br />< tm <br />U, <br />< 0 <br />A _L <br />IND. <br />c; <br />Z <br />tu <br />W UZ <br />0 <br />Z <br />U) '9 <br />LL Z pg. <br />LLI <br />C <br />?,U IN /V I <br />% <br />�ASE % <br />FLC) <br />0 F e S S I O't"�w <br />To the best of the Enginser'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 Sth 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 />Z <br />GO: <br />LZI <br />Egg-. <br />0 <br />Z <br />Z� � <br />Z <br />'a <br />%%ftwoo <br />43: <br />0 <br />> <br />'0 <br />qjj. <br />--1 Lu <br />U <br />rq <br />CL <br />0 <br />__j <br />W <br />HIS <br />M <br />wt <br />UJ <br />Z <br />Z <br />Ln <br />Z <br />U.11 <br />r'4 <br />Uj <br />< <br />Z <br />< <br />Z <br />t-u <br /><ZU <br />0 <br />Ln <br />06 <br />Z <br />LU <br />LU <br />Z <br />r-1 <br />V-4 <br />0. <br />(J) <br />8 <br />SCALE AS NOTED <br />DATE 4/13/2018 <br />TECH: JMUROSM <br />VERSION No' 4ol <br />SHEET NO. <br />8 <br />