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3 <br />S <br />m <br />a`> <br />W <br />S <br />00 <br />N <br />O <br />O <br />J <br />L0 <br />00 <br />1 <br />m <br />rn <br />r <br />L <br />c <br />v <br />v <br />x <br />00 <br />LO <br />0 <br />J <br />2 <br />00 <br />I <br />rn <br />v <br />rn <br />3 <br />C <br />Q <br />rn <br />N <br />CL <br />N <br />E <br />S <br />O <br />C <br />J <br />y <br />_N <br />LZ: <br />C <br />O <br />0 <br />U <br />Qi <br />`O <br />V <br />W <br />W <br />i <br />c <br />0 <br />0 <br />01 <br />tZ <br />D7 <br />O <br />0 <br />N <br />0 <br />0 <br />a <br />N <br />M <br />45 <br />CD <br />0 <br />Y <br />N <br />v <br />cn <br />0 0 <br />8F8-1 B/1T <br />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 L/180. <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 veritcai (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 / . 0 <br />Safe vertical load Safe horizontal load `— <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />IWWW5 �1 ME <br />C) 8F20-0B/1T <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/iT 8F32 1 B/1 T <br />FORM do GROUT SOLID <br />'v <br />N Q <br />�W <br />' J <br />�U <br />O #5 BAR CONT. <br />8F12-1B/1T <br />'Y LINTEL DETAIL <br />SCALE = N.T.S. <br />loll <br />im <br />own <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8 F 16- <br />B/ 1 T <br />v <br />Q <br />00 <br />tNOMINAL. <br />L QUANTITY OF <br />L6 <br />T <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />c precas mtels = 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 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 wl <br />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 A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5REBAR .(1)RETTOP ALTERNATE POWERS <br />MIN. .(1) RAT <br />e CLEAR STEEL LINTEL <br />� e <br />G ___C' <br />M.U. #5 REBAR AT TOP <br />e e MIN. (1) REQ'D ° 1-1/2" CLEAR <br />. H,4 �� <br />a <br />a <br />GROUT <br />D <br />a <br />J <br />Q L <br />r <br />rn <br />e <br />5 REBAR AT <br />= cn w <br />— <br />a <br />BOTTOM OF <br />m w <br />W O U)(1) <br />o <br />LINTEL CAVITY <br />U uJ <br />1\ n <br />—BOTTOM <br />O X (J O F- <br />v\ <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢ 4 CS <br />Z w° <br />¢ - O 3, <br />D D <br />5 REBAR AT BC <br />7-5/8"ACTUAL <br />'NOMINAL WIDTH <br />(VARIES) <br />v~i Lo Ira <br />�, ✓° <br />AS INDICATED <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/details for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementibuos coating. See contractor specifications <br />O <br />5'-10" LL <br />O O <br />4'-6" LL 4'-6" LL <br />( MIN. <br />17'-4" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: %4'=1'-0" <br />t <br />J <br />1 <br />r-3� <br />a <br />C1 <br />{uF- <br />ROW <br /><JS E <br />. <br />CbA <br />%C) <br />� 8 �' <br />. <br />AROFESSEOa <br />��r%Z` <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. 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