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l�w�w wu���u■. earal�WnOW <br />3 <br />2 <br />Q <br />Ln <br />L0 <br />v <br />to <br />d✓ <br />0 <br />N <br />0 <br />J <br />0 <br />I <br />N <br />d' <br />rn <br />LO <br />u7 <br />21 <br />v <br />to <br />0 <br />0 <br />0 <br />J <br />Pn <br />N <br />0 <br />I <br />L) <br />2 <br />v <br />rn <br />v+ <br />c <br />3 <br />H <br />Q <br />N <br />N <br />O <br />d <br />E <br />r° <br />2 <br />E <br />0 <br />x <br />0 <br />O <br />C <br />J <br />f/A <br />N <br />Ti <br />E2 <br />U <br />IF <br />0 <br />�I <br />CL <br />N <br />.o <br />a <br />U <br />z <br />N <br />I <br />v <br />0 <br />.0 <br />s <br />L7 <br />E', <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 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 />i <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 81732 1 B/1T <br />FORM dt GROUi SOLID <br />O N W <br />� � J <br />�U <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />OMNI <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 />8 F 16— B/ 1 T <br />L) <br />a <br />J <br />ro <br />0 <br />Z <br />tNOMINALL QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />MATERIALS <br />c precas rntels = 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 />#5 REBAR.(1)RE TTOP ALTERNATE POWERS <br />MIN. (1) REQ'D <br />CLEAR STEEL LINTEL <br />a <br />G M.U. #5 REBAR AT TOP <br />MIN. (1) REQ'D 1-1/2" CLEAR <br />a <br />LGROUT <br />< <br />C.M.U. <br />5 REBAR AT <br />= - ww <br />BOTTOM OF <br />a <br />LINTEL CAVITY <br />o U rn <br />W <br />-BOTTOM <br />o¢UOZ <br />REINFORCING <br />It t7 Co J <br />LL <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z o w n <br />G =' O 3 <br />m <br />#5 REBAR AT B( <br />NOMINAL WIDTH <br />(VARIES) <br />r- w O ri <br />rn �-) Er d. _ <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 a@ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />C� <br />4'-6" LL 4'-6" LL <br />(E� <br />5'-10" LL <br />LINTEL PLAN — ELEV—Al <br />SCALE: %4"=V-0" <br />� � O <br />0 co <br />co <br />co <br />Z <br />U -0 C-1 <br />i <br />U <br />=_ <br />G <br />0 <br />L yJ p <br />N <br />N <br />O <br />N <br />C> <br />fV <br />N <br />O <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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W aaE <br />CD <br />LO <br />OD o Co <br />O M 8 <br />C4 6 # LL <br />Q <br />C) <br />" W N # LL W <br />W <br />o J w a- <br />LL a. 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