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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. Ali lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed L/I 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 <br />-Safe verfical load Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8RF14-1B/1T8RF14-0B/1T 8F16-0B/1i <br />8F20-OB11T <br />I In <br />0 111 (0� <br />a IS 0 <br />8F441B/lT8F401B/lT8RF40OB/lT8F321BIlT <br />(0) <br />FORM & GROUT SOLID <br />J <br />NT 4— IX P <br />< <br />C? L4 <br />0 �_J5 BAR CONT. <br />8F12-1B/1T <br />N) <br />'V'LINTEL DETAIL <br />SCALE = N.T.S. <br />01 <br />IEII'-Nm <br />i <br />— <br />mum <br />N <br />N <br />IN <br />0 <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBA BOTTOM <br />OF LINNEIL CAVITY <br />B/1 T <br />I b- <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL� <br />0 <br />HEIGHT <br />MATERIALS <br />1. f c precast lintels = 3500 psi. <br />2. fe 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 (CMU) per ASTM C90 wl <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 />9. Mortar per ASTM C270 type M or S. <br />#5 REBAR <br />MIN. <br />AT TOP <br />(1) REQ'D <br />1/2" <br />EAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />0 <br />4 <br />_..*_C�M.L. <br />#5 REBAR AT TOP <br />v <br />> <br />4 - 4 <br />F <br />MIN. (1) RE <br />=Q'D— <br />1-112" CLEAR <br />4 A <br />GROUT <br />o <br />C.M.U. <br />0 <br />5 REBAR AT <br />BOTTOM OF <br />IZO LL'UJ <br />- <br />LINTEL CAVITY <br />i- <br />Lou �O (0 <br />W X Lu <br />Z_� <br />-BOTTOM <br />0: 0 0 � <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />�< 007 <br />LL <br />Z a LU <br />� .. W 3: <br />b <br />2� E <br /><1 L ��7 <br />5 REBAR AT BOTTC <br />AS INDICATED <br />7-5/8-"ACTUA L <br />'40MINALWIDTH <br />(VARIES) <br />U) 0 cr <br />I . I L <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 />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 instailation. <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 cementitluos coating. See contractor specifications <br />4'-6" LL <br />1 <br />L <br />L <br />L <br />74" LL <br />MIN. <br />LINTEL PLAN <br />SCALE: Y4"=l'-O" <br />(D 1� <br />C1 <br />�n CD <br />LU <br />r) <br />U — <br />0 LU <br />Lh = <br />E <br />0 <br />2 <br />04 <br />L_LJ <br />E <br />Cl) <br />S) ce) <br />_T' <br />0 .1 C14 <br />C) <br />r_ LL 00 <br />*5 -00 <br />0 <br />< <br />i::- <br />—Ir <br />< ci <br />of w. <br />10 <br />�:!'o <br />Cq <br />UHUJ C' Zo <br />1.- -92!] 0? . <br />LU <br />LU <br />0 <br />cc bts <br />M E <br />Z <br />LL <br />LU <br />C-3 <br />S;m am <br />*% <br />Z <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 Florda 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 />Z <br />0 <br />LLJ <br />< CL <br />UJ W <br />U to <br />Z ULLJ < <br />Z:� <br />t:) Z /_ <br />Z <br />Lu <br />_J <br />0 00 <br />02 <br />U <br />< <br />V) <br />Z <br />CZL <br />Z <br />C <br />2: <br />(1) <br />_0 <br />M <br />5' <br />0 <br />0 <br />00 <br />U <br />00 <br />r4 <br />00Z <br />. 1- 0 <br />"a <br />0", <br />Tit <br />ED <br />U 0 C' <br />ce <br />0_!a! <br />N <br />_J <br />2E ZQ ;k4 <br />< <br />0 <br />Z <br />2 or- <br />Z <br />LLI <br />Ln <br />L]j <br />W <br />Ce <br />_J <br />LU <br />U <br />8 <br />c) <br />00 <br />5' <br />< <br />< <br />Z <br />':C <br />0 <br />lu R Z <br />CC <br />rq <br />Z <br />< <br />D <br />RZ <br />0 <br />co <br />Z <br />LU <br />0 <br />06 <br />:5 <br />rn <br />T-11 <br />a_ <br />ul <br />0 <br />SCALE AS NOTED <br />DATE 10/29/2018 <br />TECH: MIAMES <br />VERSION No' 10 <br />SHEET NO. <br />8.0 <br />___ -r-11-1 <br />I lf, 1]"i <br />