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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 L/180. <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 perACl 318 and ACI 530 <br />10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. <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 />8F441B/1T8F401B/1T 8RF400B/1T 81`321B/1T <br />FORM & GROUT SOLID <br />NT r , - <br />(V <br />O W <br />J <br />U <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />Y' LINTEL DETAIL <br />SCALE = N.T.S. <br />MI <br />ignsomp <br />Jill <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J <br />W <br />8 F 16- B/ 1 T <br />a <br />�B, <br />r <br />Z <br />to <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL <br />° <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 1 V slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <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 />#5 <br />M IN.. <br />(1) AT TOP <br />(1) REQ'D <br />112„ <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />Q e <br />a O A <br />° <br />d <br />.M.U. <br />#5 REBAR AT TOP <br />4 <br />o <br />- <br />D <br />e° C <br />° <br />GROUT <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />A <br />a ° <br />J <br />Q 4 <br />e <br />- m � m <br />4 <br />C.M.U. <br />5 REBAR AT <br />= - CO j <br />Q <br />° <br />BOTTOM OF <br />Z u) <br />w ru 0 <br />"*-BOTTOM <br />LINTEL CAVITY <br />U) <br />1 L <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />OLUxOz <br />m¢ ¢ O m <br />Z LL 0 W 'n <br />¢ -. i 3 � <br />v <br />D D <br />�o A, �o <br />#5 REBAR AT BOTTOM <br />AS INDICATED <br />7-5/8"ACTUAL <br />40MINAL WIDTH <br />(VARIES) <br />uu)) v, ir a <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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 />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 cementitiuos 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 />5'-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: Y4"=1'-0" <br />\ <br />`f <br />0 <br />L <br />�d <br />f <br />'fJ1j <br />f <br />t1 <br />�l <br />C=D <br />\ <br />l <br />N <br />0 <br />GV <br />N <br />M <br />O <br />t <br />�•• <br />i 11.••y\ <br />co • No PE <br />s•'i <br />0 <br />fir <br />f w <br />Cl <br />� <br />STATE Or V1 w <br />4 <br />M <br />All. - s • ,.• 1 <br />�f /()= <br />.# <br />ii <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 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />•6 <br />C. <br />V EEOD <br />O O V N o~D <br />CV J <br />0 <br />UJ <br />, 00 co Sk u- W <br />0) <br />N <br />U) t,- I- a JLL CL <br />� m 0 333 °- <br />3 <br />J LL i� a w <br />3 w L 5 <br />0 <br />Z <br />SO- ,� <br />oIw <br />'@ N co � O J <br />LL <br />I <br />U)mo <br />a <br />icn 0 <br />N mZ <br />O U U -1 nn <br />Z <br />❑❑❑ <br />U <br />o S <br />Z o <br />Q v. <br />J <br />coul <br />Z a <br />� o <br />4- 1 <br />cn u- <br />U <br />° <br />O <br />w o <br />U c <br />W J <br />U) d <br />eT �°On o <br />N m <br />r_ <br />JZ <br />W <br />M <br />M <br />zCD <br />¢ <br />as OE <br />_ O <br />CU <br />oo <br />w <br />a � <br />z® <br />o0 <br />v <br />¢a <br />H N <br />XU <br />a <br />�0 <br />O< <br />Q <br />O <br />N � <br />¢ 2 <br />¢a <br />W Z <br />L <br />C/) <br />o <br />.0 <br />m� <br />r ¢ <br />o F <br />Z <br />J <br />0 <br />¢ <br />Z <br />co <br />2 <br />Q <br />o¢ <br />z <br />Qo <br />�z <br />N <br />r <br />CZ)JJ <br />oW <br />x <br />> ° <br />a <br />M <br />�I <br />00Q <br />�� <br />N <br />O <br />(D <br />0 <br />LO <br />� <br />U <br />O <br />N <br />Q <br />� Y <br />> <br />o <br />O <br />� m <br />to <br />�'- <br />0 <br />r <br />c N <br />� <br />T <br />T LO <br />a M <br />LO <br />Ill <br />O <br />ai <br />M <br />CV <br />M <br />�; <br />o <br />Z <br />Z <br />E Occ <br />E <br />a <br />U � <br />¢ 0 <br />J <br />JOB <br />NO: <br />21-4269 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />