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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 5-112" 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 U180. <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />7, 7132" 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 <1 .O <br />a e vertical load Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T <br />O O O O <br />8 F141B/1T 8RF14-OB/1T 8F16-OB/1T 8F16-1B/1T <br />8F20-0B/1 T <br />8F441 B/1 T 8F401 B/1 T 8RF40 OB/1T 8F321 B/1T <br />FORM & GROUT SOUD <br />9 J <br />�U <br />O 05 BAR CONT. <br />8F12-1 B/1 T <br />"\/" LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />— — <br />' <br />tE <br />t <br />■ ■ <br />■ <br />■ <br />C <br />C C� C <br />• • • • <br />1 1 <br />FEEk <br />C <br />■ <br />■ <br />■ <br />■ <br />� <br />E� <br />mom <br />■■ <br />.0 <br />■ <br />C <br />C� <br />NMI <br />• • <br />• • <br />• • <br />• • <br />• • <br />• • <br />1: <br />1 <br />•: <br />1: <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 />W <br />8 F 16— B/ 1 T <br />a <br />A <br />z <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL - <br />° <br />HEIGHT <br />MATERIALS <br />1. c precast Is = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" 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 A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5 REBAR TOP <br />ALTERNATE POWERS <br />IN. (1) REQ'D <br />CLEAR O STEEL LINTEL <br />G e .M.U. #5 REBAR AT TOP <br />p n MIN. (1) REO'D Q 1-1/2" CLEAR <br />d <br />G <br />GROUT <br />D <br />< <br />n J <br />Q� <br />d <br />-45 REBAR AT <br />= y W <br />O <br />BOTTOM OF <br />LINTEL CAVITY <br />a rvTi z M <br />W W O m C6 <br />W <br />d - <br />1 `� /� <br />-BOTTOM <br />o¢ ir ci $ <br />• v 0 <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢ ¢ C7 cc <br />Z LL 0 W n <br />a Q 3 r� <br />m R <br />D D <br />a p i <br />NINAL WIDTH <br />(VARIES) <br />. m <br />o 0 <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 manufacturers specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturers 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/detaits for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cemerrotluos coaling. See contractor specifications <br />OF O <br />4'-6" LL 4'-6" LL <br />O <br />6-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: Y4'=1'-0" <br />iI Pt10Ir�r', ' <br />;��\t:llilti <br />SE <br />0. <br />C, <br />�R � <br />Z V. <br />O r E S S %O <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 <br />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 />W <br />' <br />E to r- <br />O a N (p pp <br />ik <br />O <br />C <br />C # <br />I�cpw Z W <br />dJ <br />CO r• — LL LL a <br />ycNOM W , <br />a <br />13 <br />�Lu <br />LLLL a <br />ii <br />s a rV � tom J <br />W_0 <br />��pjO' _j c a <br />IL <br />go <br />N MQ Z UR J <br />0 <br />L) <br />Z 'i3 <br />z <br />Z � <br />Q <br />�;:7 <br />a � <br />- N <br />V) <br />., <br />Z .8 <br />C9 L <br />.0 <br />y LL <br />LLj <br />o <br />OLu <br />U <br />2 � cg <br />._ <br />_ <br />Q <br />o <br />A <br />. <br />w <br />w <br />U_ <br />E <br />2 <br />z � <br />W� <br />�� <br />go <br />Q <br />E °Urii <br />~ <br />O <br />so <br />o c <br />z <br />� E <br />o <br />a� i <br />c <br />�� <br />4°= <br />�z <br />x <br />wz <br />C <br />x <br />m� <br />mo <br />zz <br />z <br />J <br />tl <br />iy <br />z <br />W <br />(3 <br />8 <br />y, � <br />�� <br />o <br />= <br />V) W <br />a <br />O <br />k <br />6r <br />ilia <br />o 3 <br />W <br />a: <br />0 <br />c <br />M <br />� <br />i <br />O <br />m <br />U <br />Cfl <br />U <br />TT <br />ca O <br />LO <br />a <br />E <br />m <br />N <br />M <br />z <br />z <br />m <br />O <br />E <br />m <br />C <br />0- <br />0 _J <br />a o <br />� <br />JOB <br />NO: <br />20-8080 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />