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3 <br />2 <br />J <br />m <br />rn <br />00 <br />00 <br />CV <br />Ln <br />v <br />cn <br />0 <br />J <br />N <br />m <br />00 <br />N <br />ts <br />v <br />0 <br />J <br />N <br />I <br />LO <br />uci <br />cn <br />0 <br />.G.QQ <br />Q <br />O <br />a <br />E <br />O <br />C <br />ti <br />Of <br />CL <br />a <br />0 <br />0. <br />EZ <br />Cq <br />0 <br />O <br />d <br />N <br />CV <br />O <br />cV <br />Cn <br />0 <br />Q <br />m <br />0 <br />GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed joints. <br />2. Shore filled lintels as required. <br />1 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.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 �� . 0 <br />Safe vertical load + Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />_ • • • • <br />■ ■ ■ ■ • © O• O © • • <br />■ ■ ■ ■ 1 1 <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 81`32 1 WIT <br />FORM & GROUT SOUP <br />0 .. Q w <br />J <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />'Y LINTEL DETAIL <br />SCALE = N.T.S. <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />_ <br />Dw <br />8 F 16- B/1 T <br />¢ Z <br />= 2 <br />„' <br />z <br />v <br />tNOMINQUANTITYOF <br />WIDTH #5 REBAR AT <br />WIDTH <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />c precast intels = 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 />#S <br />MIN. .(1)RE <br />EBAR TTOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />G O n <br />° <br />go--C. M.U. <br />#5 REBAR AT TOP <br />. <br />a° a <br />MIN. (1) REQ'D <br />Q 1-1/2" CLEAR <br />a <br />GROUT <br />_ <br />D <br />a <br />e n <br />° < <br />n O <br />U) <br />C.M.U. <br />5 REBAR AT <br />F- ,w <br />= <br />" O <br />BOTTOM OF <br />u ? w <br />O <br />_ <br />C <br />o'-'*-BOTTOM <br />LINTEL CAVITY <br />o ui t~n � <br />0WUOLu <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢ ¢ C7 co ^ <br />Z a o w m <br />¢ �' C! � � <br />D <br />5 REBAR AT BOTTOM <br />/\, INDICATED <br />7-5/8"ACTUAL <br />" NOMINAL WIDTH <br />(VARIES) <br />to � Ira <br />AS <br />� <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 <br />4'-6" LL <br />O <br />5'-10" LL <br />O <br />6-6" LL <br />O MIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4"=V-0" <br />co <br />tom} <br />•i_ <br />d ,A T <br />7 d GX2 <br />0 <br />GC <br />w, <br />` tffi <lI filth, <br />apko W <br />M • V <br />�� C-4 <br />. <br />L0`�`.t <br />�FEsSI0,t4 <br />0 <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 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />W <br />d E <br />0 <br />Q 8 <br />ci �_m m m <br />® N <br />7 <br />IY1 N r` r; � s <br />ei co # J <br />v <br />M LLL � LL W <br />� o_ <br />Z13Q <br />CLL <br />w O <br />W mr�° <br />0 <br />W <br />Z ci <br />N N Z ¢ <br />co <br />N <br />Z OU o <br />W ❑0 <br />Z N ch <br />0 <br />z <br />< <br />J <br />d N <br />(✓i Z a <br />0� <br />WC <br />� <br />U � <br />D�0 <br />W o <br />Y ! <br />.J <br />�' <br />r^ E <br />W JWig <br />- s 8 <br />d <br />i <br />Ci o' <br />C `o d <br />® <br />° <br />Q <br />Q N O <br />ti <br />O <br />c <br />w <br />o <br />z <br />LPL <br />EI <br />za <br />os <br />� <br />>� <br />¢� <br />Z® <br />0 <br />Cow <br />CILx <br />Fz <br />O¢ <br />oa <br />UO <br />v <br />ZO <br />O E <br />p <br /><o <br />0< <br />aZ <br />J <br />�! 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