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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. LI-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 />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 �� . O <br />Sae vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />O O O O <br />8F8-1B/iT 8F8-0B/1T 8RF6-0B/1T �. <br />© © O• 01 O• O •°• Vol. <br />0 0 0 0 <br />8RF14-1B/1T 8RF14-0B/1T 8F16-0B/11 I 8F16-1B/1T <br />© OD O <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />• <br />FORM dt GROUT SOLID <br /><; <br />• ° • <br />Oi <br />J <br />U <br />• <br />0 <br />#5 BAR CONT. <br />' <br />8F12-1B/1T <br />O O <br />0 <br />8F20-0B/1 T <br />© <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />€ <br />E <br />IMEME <br />F <br />€ <br />! <br />F <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 />8 F 16- <br />B/ 1 T <br />U <br />tNOMINAL. <br />QUANTITY OF <br />T <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />c'lir 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. Reber per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5REBAR .(1)RETTOP <br />IN <br />(1) Q'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />e <br />d O e <br />° <br />G <br />.M.U. <br />#5 REBAR AT TOP <br />a ° A <br />a <br />GROUT <br />MIN. (1) REQ'D 4 <br />o <br />- <br />D <br />1-1/2" CLEAR <br />a <br />4 a <br />° <br />Q 4 <br />r O <br />rA H Q <br />C.M.U. <br />e <br />5 REBAR AT <br />= - cn w <br />° <br />O <br />BOTTOM OF <br />a U) W Q <br />ul O <br />o <br />LINTEL CAVITY <br />wo L) <br />\ <br />-BOTTOM <br />o�UOZ 0 o Un <br />REINFORCING <br />¢ ¢ C7 <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />z �- d W u� D D <br />FQ rb W 30 m 0 <br /><1 Qo <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />NOMINAL WIDTH <br />(VARIES) <br />to N M o- <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 />O O <br />4'-6" LL 4'-6" LL <br />O � <br />5'-10" LL 6'-6" LL <br />O <br />5'-10" LL <br />(�) <br />MIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: %4"=1'-0" <br />)1°Jt'� <br />U� <br />O� <br />�� .°• <br />C a tS't. 2 <br />F <br />FESSI <br />�f4" <br />`\\ Q®4�N <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 of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />Q <br />U) <br />r` <br />�E Co <br />ro <br />O S R N <br />0 <br />in O to # uF W <br />iA <br />QQj <br />U')r-0 r-� w a <br />M V LL d Y <br />0 <br />m LOLL a- d <br />0 <br />Z <br />L <br />W <br />f6 O O <br />Z �e C� �; W 0 _j <br />I <br />oo <br />u' MZ Wv)0 <br />�Z <br />V <br />N Q V J In <br />O <br />ZCLL9) <br />W <br />U ❑❑a <br />V <br />Z' (h <br />N m <br />0 0 <br />z <br />z <br />Q <br />CZ N <br />Nn <br />M <br />z <br />U o <br />W <br />u- <br />4--J <br />w <br />� <br />V <br />O <br />Ly N <br />J <br />trsa <br />r- rn <br />U <br />W J <br />r- - E <br />I <br />L <br />Y N <br />U oo <br />• <br />�Q <br />c 4) <br />Q N <br />I� <br />O <br />W <br />M <br />M <br />z <br />oo <br />z <br />J <br />u_ <br />I? 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