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O O <br />8F8-1 B/1T <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.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 should be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load i . 0 <br />Safe vertical load Safe horizontal load - I <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />FTI <br />O O <br />O O <br />8F8-0B/1T 8RF6-0B/1T <br />© © o 0 0 0 J6_1 <br />0 o O O <br />8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T <br />© 0 0 g00 0-OB/1T <br />81`441B/1T8F401B/1T 8RF40013/1T 8F321B/1T <br />FORM & GROUT SOLID <br />v !, <br />Oi N J <br />�U <br />0 #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />CITY. OF #5 <br />REBAR @ BOTTOM <br />NT OF LIEL CAVITY <br />J <br />W <br />B/1T <br />Qo <br />6F16- <br />tNOMINAL.QUANTITYOF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />0 <br />HEIGHT <br />MATERIALS <br />cii p precast lintels = 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. 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 />#5TTOP ALTERNATE POWERS <br />MIN..(1)(1) REREQ'D <br />CLEAR STEEL LINTEL <br />O <br />G ° .M.U. #5 REBAR AT TOP <br />MIN. (1)REQ'D - 1-112"CLEAR <br />o r _ <br />a <br />d ° <br />d <br />GROUT <br />' <br />a <br />Mn ¢ ¢ <br />w <br />- <br />C.M.U. <br />° <br />5 REBAR AT <br />~ <br />=me w <br />O <br />BOTTOM OF <br />a~ w F <br />LINTEL CAVITY <br />L U U) <br />w <br />"*-BOTTOM <br />O ¢ 0 O z <br />REINFORCING <br />CrQC7�7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z O w40MINALWIDTH <br />Q : O o <br />4#5 <br />REBAR AT B( <br />(VARIES) <br />m � ¢ a <br />LC <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 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 />F F <br />4'-6n LL 4'-6" <br />LL <br />E <br />5'-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />_ < <br />� <br />160 <br />O. of <br />';. <br />w <br />C <br />FAO'••. ... <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing <br />pages bearing <br />Engineers signature and seal. <br />N <br />W <br />Q <br />E <br />O m <br />10 <br />N <br />N <br />J <br />W <br />0 0 <br />7 00 N <br />st LL W <br />N <br />�04C� <br />�j M <br />J W a <br />Y <br />LL13M <br />Q <br />J L W <br />w <br />a ui <br />0 <br />Z <br />- M <br />Co ; <br />Q; <br />� <br />L :Me" <br />_ � � N � p <br />C)IL W <br />W' O J <br />toc <br />W <br />co . <br />Z <br />00 <br />N M Z <br />o <br />W U) O <br />Z <br />00 <br />U N <br />W <br />❑ ❑ ❑ <br />V M <br />7 N M <br />0 0 <br />Z N <br />Z � <br />� <br />Q <br />U) <br />0_ <br />N <br />n , <br />z <br />C <br />u/ <br />o <br />� <br />y � <br />Jl <br />a--1 � <br />LL' m <br />DUO <br />V) <br />w o <br />c N <br />J <br />c <br />� E <br />m � <br />i <br />®� <br />o <br />Q <br />�� <br />Sm <br />o <br />w <br />Z <br />Cl) <br />Cl) <br />J <br />o <br />� <br />a <br />L L <br />Q E <br />E O <br />z o <br />z <br />oz <br />> N <br />�� <br />za <br />os <br />Z <br />O <br />Q¢��. <br />azo <br />0 Q <br />a w <br />CV ~ <br />¢ <br />r0 <br />o <br />0,5 <br />O <br />Ott <br />Z <br />__; <br />� <br />o03 <br />z <br />z <br />N > <br />Q� <br />p ¢ <br />0 <br />U <br />aw <br />N <br />W <br />U <br />wLL <br />Nzz <br />o <br />O <br />v <br />aQ�0 <br />5- <br />;o <br />0 = <br />° 3 <br />CO <br />= <br />> X) <br />OC <br />Om <br />O <br />L <br />� <br />o <br />O <br />0 <br />O <br />CV <br />Q <br />2 <br />O <br />U <br />C m <br />o <br />E <br />T- <br />N <br />(� <br />= <br />' <br />N L\ <br />LO <br />r <br />= <br />rn <br />CDM <br />E <br />'E <br />Z <br />MCN <br />Z <br />E O <br />ca <br />0- <br />E <br />o <br />U J <br />Q O 1J <br />JOB <br />NO: <br />21-5012 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />