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3 <br />N <br />M <br />ul <br />a <br />X <br />S <br />Q <br />O <br />N <br />Lo <br />v <br />0 <br />c�. <br />Q <br />p1 <br />CI <br />C1 <br />N <br />0 <br />t� <br />a <br />EZ <br />s <br />a <br />0 <br />M <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 LA 80. <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 accordancewith 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 �� . 0 <br />e vertica load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />0 O V• • • <br />.. <br />:: lal <br />8F44 1B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />FORM dt GROUT SOLID <br />CC <br />"v <br />4 • .- w <br />U <br />0 #5 BAR CONT. <br />8F12-1B/1T <br />0 <br />"W 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 />#5 REBAR AT TOP <br />IN. (1) REO'D <br />c ° L/EAR <br />° ° <br />ALTERNATE POWERS <br />STEEL LINTEL <br />OF LINTEL CAVITY <br />i c ° M.U. <br />#5 REBAR AT TOP <br />a W a ° ° <br />MIN. (1) RECI'D ° Q 1.1/2" CLEAR <br />8 F 16- B/ 1 T <br />a `° <br />pp°. <br />d <br />2 ° GROUT <br />tNOMINA <br />° u <br />QUANTITY OF <br />. <br />REBAR AT <br />rn w ! C.M.U. <br />---#5 <br />WIDTH #5 REBAR AT <br />° BOTTOM OF <br />rr%i A - <br />O <br />TOP <br />LINTEL CAVITY <br />V vt <br />NOMINA <br />°-BOTTOM <br />o C k9 0 W <br />HEIGHT <br />REINFORCING <br />a c7 <br />cr <br />7-518"ACTUAL PROVIDED IN <br />Z LL O to Ln <br />8" NOMINAL WIDTH LINTEL <br />¢ _' O 3 ` 5 REBAR AT BOTTC <br />(VARIES) <br />r~a ¢ r' u L, AS INDICATED <br />MATERIALS <br />cT-f"'precas intels - 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 />7/32 wire per ASTM A510. <br />S. Mortar per ASTM C270 type M or S. <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.) I <br />ONLY IF NOTED ON LINTEL PLAN ' <br />1. Refer to manufacturers specifications for installation. /fu <br />2. Contractor to provide proper protection of lintel to prevent rusting. C <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 cementitros coaling. See contractor specificadons <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 <br />4'-6" LL <br />O <br />4'-2" LL <br />(i) <br />4'-2" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: 74'=1'-0" <br />e�w <br />!"•� <br />c <br />o <br />d �o <br />Z.- <br />U'1AJ <br />CD <br />o <br />w o <br />-'� <br />d N w <br />m o c <br />cs , '+¢ <br />M <br />eT <br />at <br />ro <br />a<ca: <br />" <br />• C. a' <br />O F E S S\ Q ta!`��N\N <br />To the best of the Engineer's knowledge, information and belief, <br />the sfnx3ural plans and apeciflcations corrteined within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />g 8 8 <br />0 ��� <br />d!i GNf � LL <br />J + <br />U- <br />W �LL S a <br />R <br />� Y <br />103 <br />-�Og) �n <br />� _ p <br />N - ter <br />W � <br />W <br />z aZ d <br />IL <br />N <br />= OU h <br />W ❑ ❑ <br />Z <br />Z RS <br />Z � <br />Q � <br />a ,n <br />-J N <br />(� w g <br />.0 <br />w 8 <br />[0 <br />r- <br />w <br />= • <br />._ <br />Q m <br />O <br />W <br />2 <br />fM <br />g o <br />o <br />z_a <br />a <br />u <br />wLL <br />7(� <br />Ca <br />wo <br />3 <br />tT <br />O E <br />X V <br />�a <br />d p <br />wo <br />¢ <br />Z <br />N <br />�$ <br />Wm0 <br />ro <br />- <br />k5 C <br />Y <br />gLL <br />Z <br />Q)�x <br />-J <br />ow <br />oLL� <br /><Z <br />z Z <br />az <br />W <br />C-) <br />W <br />U� <br />cov <br />.2O <br />= <br />LO <br />LO <br />tM <br />Q <br />c <br />co <br />Y <br />CD <br />Y <br />C> <br />m <br />m <br />a"i <br />LO <br />T <br />Q <br />Q N <br />NI <br />N <br />� N <br />of <br />LO <br />cM <br />Q <br />r <br />iu <br />M <br />Z <br />Z <br />E T L <br />E <br />M <br />OL <br />0 <br />JOB <br />NO: 22-06467 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />