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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. 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. 7132" 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 verticalload Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />81`441B/1T8F401B/1T 8RF400B/1T 8F321WIT <br />FORM do GROUT SOLID <br />iy <¢ <br />o �LU <br />O #5 BAR CONT. <br />8F 12-1 B/1 T <br />(0 <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />F <br />I <br />E <br />Emu <br />i <br />I <br />� <br />F <br />Jul- <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 />111 <br />8F16- B/1T <br />Q <br />z <br />"' <br />0 <br />r <br />� <br />tNOMINAL QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />0 <br />HEIGHT <br />MATERIALS <br />c-ii c precaslintels = 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 W 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 />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5REBARALTERNATE POWERS <br />( MIN. i) REQ'D <br />LEAR STEEL LINTEL <br />O <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D v 1-1/2" CLEAR <br />a <br />GROUT <br />p Z� <br />A < <br />Cj <br />C.M.U. <br />° <br />5 REBAR AT <br />= vt w <br />° O <br />BOTTOM OF <br />a m z r <br />O.'n <br />LINTEL CAVITY <br />w U <br />OTTOM <br />oadOZ <br />REINFORCING <br />¢ ¢ CY ^ <br />LL <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />ZOZ 0 w n <br />Q 5 �: <br />ii D <br />#5 REBAR AT B( <br />JOMINAL WIDTH <br />(VARIES) <br />i» <br />c~n � cur, a <br />G v <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 />0 O <br />4'-6" LL 4'-6" LL <br />O <br />5-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4"=V-0" <br />e <br />C-A o <br />.-A <br />w w <br />` <br />_ <br />g° m <br />N <br />cc © L. <br />N <br />Gcc <br />to C7 N <br />co=4' <br />�...� L <br />cc <br />v <br />e- <br />c <br />cc 0 <br />�� �' of±IV `�• <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 Florida Building Code - <br />Residential <br />7th Edition. 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