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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. 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 AC1530 <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 stucoo applied In accordance with ASTM C-926 or other approved <br />coating. <br />12. Lintets 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 �� . O <br />safe verticaoad Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />''. ,,. , ,. <br />■ ■ ■ ■ I: <br />W <br />8F441B/1T8F401B/iT 8RF4OoB/lT 8F321B/lT <br />FORM & GROUr SOUR <br />' J <br />�U <br />O #5 BAR CONT. <br />8F12-1B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE - N.T.S. <br />E <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />U16- <br />BMT <br />ri <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cT'f-precas'flmtels = 3500 psi. <br />2. fc prestressed lintels = 6000 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 A510. <br />8. Mortar per ASTM C270 type M or S. <br />#S REBAR <br />M IN. <br />AT REaD <br />(1) <br />1CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />� <br />d d <br />d ° d <br />C ° <br />.M.U. <br />#5 REBAR AT TOP <br />w <br />d° d <br />MIN. (1) REaD <br />° 4 1-1/2" CLEAR <br />x <br />a <br />z <br />° <br />. <br />o <br />GROUT <br />_ <br />D D <br />n J <br />" ;� <br />Q <br />d <br />° <br />-45 REBAR AT <br />BOTTOM OF <br />= - m r j <br />r L. <br />- <br />o-BOTTOM <br />LINTEL CAVITY <br />r%i <br />Lou V OO to � <br />1 d <br />° ci O z <br />REINFORCING <br />Ir < U <br />tL ir <br />- <br />7-518"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z D in <br />< b > � <br />i REBAR AT BOTTC <br />�, <br />8" NOMINAL WIDTH <br />(VARIES) <br />C'n N oWC <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 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 planldetatls for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cemendtluos coating. See contractor specifications <br />LINTEL PLAN NOTES: <br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION a@ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />5-10" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: %4"=1'-0" <br />J. <br />w � <br />� <br />w0 ry a. <br />4Q,V 0 .. <br />Z <br />00 C LJJ <br />• �� <br />1 0 Q � <br />PRO F E5 <br />�01 <br />` <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 Florida Building Code <br />- <br />Residential 6th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />0 <br />E m rp pp <br />= O O 8 cda ie ik <br />, <br />Z <br />Li M N n N # m tt <br />�LL°'�Jl u- <br />Wa <br />LL <br />ii a wa w <br />� •c <br />13Zal <br />v 0 0 o <br />13 <br />,0 <br />.2 8 a: 0 <br />a° <br />E <br />Z; E <br />L <br />N Q J <br />W ° ❑00 <br />N <br />z_ <br />z <br />Z � <br />�N V LL ''Z_^^ , <br />�CZ <br />N <br />�O <br />C <br />In =) <br />UC) <br />_ <br />Qu� <br />sr <br />o <br />MZ <br />M <br />Z <br />EE <br />o <br />9 <br />90 <br />8 <br />z <br />aa� <br />XU <br />51- <br />Z <br />t� <br />O Ea0 <br />0U <br />�i <br />a <br />� <br />C <br />gg <br />o <br />0 <br />OLL <br />Z <br />J <br />. <br />�� <br />N LL <br />Q Y <br />a, 5 <br />� <br />Iliw <br />�_ <br />-17 <br />>04 <br />J <br />L <br />°' <br />c� <br />.� <br />N <br />00 <br />� <br />F- <br />m _ <br />CO <br />o <br />T.. <br />CD <br />rn <br />tV <br />CD <br />T <br />= 0400 % <br />r <br />of <br />CV <br />T LO <br />d <br />Z <br />Z <br />M <br />E o <br />r_ <br />a <br />0 <br />JOB <br />NO: 20-3570 <br />SCALE : AS NOTED <br />SHEET NO. <br />8 <br />