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��:.-t..r.11rill0■tY1111�1 IIIWiYIItIa�Yl�,l..l;1�u� Ibl ■ �dl... s,�:'!!s:�'�l�a�j_�„=�,�-- <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 L1180. <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 verttcal (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 <1 .O <br />­79a e vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F40 1B/1T 8RF40OB/1T 8F321B/1T <br />FORM dr GROUT SOLID <br />o �w <br />� J <br />O #S BAR cow. <br />8F12-1B/1T <br />© O <br />V' LINTEL DETAIL <br />SCALE " N.T.S. 4'-6" LL <br />1111 rill <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />a ° <br />R = RECESSED <br />QTY. OF #5 <br />° e <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />a <br />8 16- B/ 1 T <br />a <br />C <br />tNOMINAL. <br />e <br />QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />o <br />HEIGHT <br />MATERIALS <br />cTf' precast lintels = 3500 psi. <br />2. fc prestressed lintels = 6000 pal. <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. 270low relaxation. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />-#5 REBAR AT TOP <br />MIN. (1) RECI'D <br />.1/2" <br />CLEAR <br />� .M.U. <br />GROUT <br />5 REBAR AT <br />BOTTOM OF <br />LINTEL CAVITY <br />-BOTTOM <br />REINFORCING L <br />PROVIDED IN <br />DTH LINTEL <br />(VARIES) <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 />ALTERNATE POWERS <br />STEEL LINTEL <br />REBAR AT TOP MI O <br />MIN. (1) REQ'D 1.1/2" CLEAR <br />4'-6" LL <br />O <br />8'-8" LL <br />'LL <br />Jo <br />i <br />0 <br />lit <br />J <br />VIM <br />�U0,-w <br />i�i <br />3'-8" LL <br />o M 1< ul <br />aLLa3� <br />5 REBAR BOTTOM <br />,� <br />co a v <br />AS INDICATED <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 manufacturers 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 cemendtiuos 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 />Q <br />9'-0" LL <br />O MIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-B <br />SCALE: Y4'=1'-O" <br />O ti O <br />c�> <br />0- CO X <br />M !L 0- <br />'0 N L <br />t6 O <br />N <br />Q 0 <br />QLb W <br />C: <br />fCf U, 0 O <br />.O `O <br />LU <br />• <br />5\Q \ <br />FLOP. '•w'� <br />✓���� �QG�'cE•SSlO��'�\\\\��ti\ <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 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 />a 9 <br />m <br />a CD � 8 �'+ <br />O J <br />N c' j LL <br />", <br />(0W <br />0 � ,�, co 93 a a <br />�rnrZ� -w <br />u a <br />ayN0 P <br />JLLLL (L <br />O <br />rn � <br />W o $ro a <br />Q <br />T. 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