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-v <br />x <br />N <br />-v <br />. LO <br />DD <br />O <br />J <br />o � <br />M <br />I <br />0 <br />rn <br />a <br />a40 <br />v <br />to <br />0 <br />n <br />M <br />I <br />0 <br />c <br />a> <br />Q <br />N <br />0 <br />v <br />E <br />1.2 <br />0 <br />L <br />v <br />c <br />J <br />y <br />N <br />Ei <br />U <br />E <br />U <br />i <br />U <br />0 <br />'c <br />O <br />J <br />LZ <br />N <br />�d <br />coo <br />0 <br />0CL <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 U180. <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 �� . O <br />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />i <br />81`441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />FORM & GROUT SOLID <br />* _ elf <br />o �Lu <br />' J <br />U <br />#5 13AR CONT. <br />8F12-1B/1T <br />O <br />'Y LINTEL DETAIL <br />SCALE = N.T.S. <br />fpE <br />I <br />F F€ <br />EI <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J w <br />Q <br />F 16- B/ 1 T <br />H J <br />6 <br />6 Z <br />iD <br />tNOMINAL, QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />cTi precast is tels = 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 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 Ajr .(1)RE TTOP ALTERNATE POWERS <br />MIN. (1) REQ'D <br />CLEAR STEEL LINTEL <br />d O <br />n <br />4 .M.U. #5 REBAR AT TOP <br />n° n MIN. (1)REQ'D ° Q 1-1/2" CLEAR <br />° <br />° n nG <br />GROUT <br />D D <br />° <br />J <br />a L <br />h <br />Co Q m <br />° 4 <br />C.M.I <br />' <br />5 REBAR AT <br />= m w <br />- <br />a <br />° <br />BOTTOM OF <br />I'- to w <br />w w O C6 <br />o <br />LINTEL CAVITY <br />r~» <br />, / \� <br />-BOTTOM <br />Ld0FLU <br />`_n1 <br />REINFORCING <br />4 ¢ 0 <br />'- <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z o W <br />¢ C7 <br />D D <br />�, do <br />#5 REBAR AT E <br />AS INDICATED <br />' NOMINAL WIDTH <br />(VARIES) <br />r~n U a <br /><1 <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 />& 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 cementifiuos 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 @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />10 <br />fi^o r t C <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 />9) <br />W <br />F <br />E <br />aN <br />E m w� <br />O O O C. - N <br />O <br />J <br />M N 04 W <br />W <br />a -� <br />=LL LL D <br />a <br />C13-0 <br />'N <br />M W l/7 <br />all: °'Lu Lu <br />0 <br />�_ a; o m m O <br />WIL <br />a3 O r- O m <br />o °- <br />Z <br />ILW <br />0) 0 J <br />NQMZ '2 O E5 <br />U <br />a <br />W <br />I- J <br />v ❑❑❑ <br />Mp <br />Z (V O <br />_ <br />°D m <br />Z o <br />Q v <br />J ch <br />d N <br />U) <br />cif <br />C) <br />m <br />z <br />o <br />CZ <br />� <br />U LL <br />�_-d <br />v <br />Vi Y w a <br />0 - <br />0 <br />Q) V)C <br />w �- <br />` <br />o <br />tl" <br />U 00 <br />m <br />w � <br />r- 0 <br />u o <br />Cl) u <br />Q rn 0 <br />®Q <br />• <br />\m <br />r_ <br />cco <br />W <br />M <br />z <br />o <br />z <br />ca E <br />�O <br />of <br />a� <br />441C <br />SZ l7 <br />V <br />z <br />z® <br />❑a <br />CO <br />- <br />gO <br />XU <br />OF <br />U O <br />=OU <br />0� <br />O E <br />N <br />z <br />wo <br />0 <br />az <br />rw <br />W (a <br />C <br />Z <br />y <br />Nm <br />O <br />O LL <br />z' <br />¢w <br />o <br />W <br />Q <br />o< <br />LL <br />it g <br />�0 <br />a <br />N F <br />�Z <br />H <br />�w <br />=3 <br />S� <br />o <br />w� <br />ao <br />a <br />V <br />z¢ <br />03 <br />a M <br />= <br />> d' <br />L <br />� <br />m <br />m <br />co <br />.> <br />U <br />00 <br />LL <br />C CYj <br />O <br />o <br />I, m <br />O <br />�J <br />r <br />= N <br />O� <br />■� <br />TT <br />VJ <br />LO <br />i '^0 <br />M <br />W <br />r <br />M <br />o <br />z <br />o <br />a <br />E <br />U � <br />Q p <br />J <br />JOB <br />NO: <br />20-3573 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />