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3 <br />J <br />Q <br />rn <br />LO <br />a� <br />Cr <br />v <br />C <br />r <br />0 <br />co <br />O <br />Cn <br />C' <br />O <br />[V <br />I <br />Q <br />rn <br />L0 <br />L0 <br />v <br />V) <br />a <br />JZ <br />J <br />rn <br />0 <br />I <br />N <br />v <br />o- <br />0 <br />J� <br />Q <br />Q� <br />C <br />L <br />Q <br />N <br />N <br />v <br />C. <br />F� <br />N <br />0 <br />0 <br />J <br />U <br />U <br />.o <br />c <br />0 <br />0 <br />J <br />[V <br />O <br />O <br />00 <br />0 <br />0 <br />N <br />0 <br />N <br />O <br />00 <br />v <br />0 <br />Q <br />m <br />v <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 L/180. <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 />g. 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 �� . O <br />Safe vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 81`32 1 B/1 T <br />FORM & GROUT SOLID <br />0 4. cV W <br />U <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />TYPE DESIGNATION <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 />8F <br />16 B/ 1 T <br />a z <br />- <br />ip � <br />in O <br />tNOMINAL. <br />r <br />QUANTITYOF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />cif precastTintels = 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 f 1" 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 />#5REBAR <br />MIN. <br />AT <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />a d <br />d O <br />d <br />d <br />.M.U. <br />#5 REBAR AT TOP <br />d ° d <br />GROUT <br />MIN. (1) REQ'D <br />_, <br />1-1/2" CLEAR <br />° <br />d d <br />a <br />d <br />L L0F m <br />C.M.U. <br />5 REBAR AT <br />= to U) i j <br />z <br />° <br />BOTTOM OF <br />a rn W <br />� <br />o '-*-BOTTOM <br />LINTEL CAVITY <br />o U 0 c~i) <br />w <br />0 cr o O- <br />-' l\ <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />Q Q O ¢ <br />Z LL o w n <br />< - O ,No <br />co <br />J <br />#5 REBAR AT BOTTON <br />7-5/8"ACTUAL <br />' NOMINAL WIDTH <br />(VARIES) <br />uJ O <br />m m m o <br />AS INDICATED <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 W ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />v <br />v . <br />tV > <br />O L <br />O <br />CO <br />N iG O a- <br />d <br />y o Q <br />tj <br />_ L <br />w 7 = O <br />= E <br />�o <br />0 <br />R...0 <br />ii <br />e <br />To the best of the Engineers 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 pages bearing <br />Engineer's signature and seal. <br />N <br />W v E <br />'a 8 <br />=1 <br />0 <br />N W <br />`, NJ <br />0 6N <br />UJ r <br />Z <br />HM rn r <br />M 0 2 <br />J <br />ik L.L <br />YI <br />Q N 5 <br />c LL <br />J <br />W uu <br />ca LL LL 52 <br />D <br />In _j <br />V <br />Z <br />m oOL <br />W <br />Lyv <br />L <br />M N <br />z <br />Q <br />rn rn <br />W <br />Z L0 ILN Z <br />Q� <br />ZN O U <br />< cco> <br />W <br />z N M <br />z � N <br />a <br />a <br />d W <br />r <br />c� z <br />Q) 0 o <br />ru w <br />0 <br />U° <br />O w o <br />�N <br />U <br />w <br />E <br />S <br />h� ci, m <br />Q m � <br />!n o <br />N O� <br />O <br />co <br />G <br />W <br />Z <br />Q <br />J_ <br />C <br />Q C <br />O <br />Zo <br />Oo <br />w Z <br />}N <br />Z O <br /><N <br />Z 0 <br />W ra <br />xo <br />< <br />oo <br />< <br />ZL <br />OE <br />N< <br />Boa= <br />O <br />o <br />< o <br />r <br />m <br />z <br />O <br />O� <br />Z <br />Q) <br />J <br />y m <br />¢ w <br />uW <br />¢ <br />Zz <br />a <br />W <br />U <br />W <br /><o <br />oz <br />O <br />wF <br />3 <br />o <br />O <br />v <br />zla <br />a ? <br />°3 <br />=O <br />0 <br />2 <br />> C� <br />J <br />LO <br />LO <br />Q <br />� <br />Co <br />O <br />T <br />cc <br />U) m <br />N <br />m <br />L <br />.�I C <br />r <br />Q <br />O N <br />I <br />O <br />cTT1' <br />.Q 00 � 0 <br />LO <br />r <br />(0 00 <br />E <br />"c (� <br />Z <br />cu <br />z <br />E 0 co <br />m <br />`m <br />cu <br />0- <br />E <br />U � < <br />_l <br />JOB NO: 22-09411 <br />SCALE : AS NOTED <br />SHEET NO. <br />8 <br />