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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. 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 1.0 <br />a e vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F32 1B/1T <br />® © ® 8 <br />FORM do GROUT SOLID <br />' J <br />U <br />O J5 BAR CONE. <br />8F12-1B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />i <br />=0 <br />=1 0 <br />j <br />SOME: <br />I YVt Ut,51UNAI IUN <br />#SREBAR <br />MIN.(1)REO'D <br />ATTOP <br />ALTERNATE POWERS <br />F=FILLED WITH <br />GROUT/ SUNFILLED <br />10 <br />LEAK <br />STEEL LINTEL <br />a <br />Ell <br />R =RECESSED <br />QTY. OF #5 <br />° • <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />G ° <br />,M•U• <br />#5 REBAR AT TOP <br />j <br />Lu <br />° ° <br />MIN. (1) REO'D ° 4 1-1/2" CLEAR <br />8 F 16- B/ 1 T <br />Q <br />Q <br />e <br />" <br />z <br />° ° <br />4 <br />GROUT <br />D <br />QUANTITY OF <br />tNOMINAI,5 <br />° <br />�a Q fl <br />rn ° Q C.M.U. <br />WIDTH #5 REBAR AT <br />REBAR AT <br />BOTTOM OF <br />= - 0 W <br />� W ? ui - <br />4 <br />TOP <br />LINTEL CAVITY <br />8 U 0 U) W,` ` <br />A <br />NOMINAL-° <br />OTTOM <br />a cr ci o Z <br />HEIGHT <br />REINFORCING <br />PROVIDED IN <br />Q < C7 <br />cr <br />Z r'- o ui D D <br />#5 REBART OTTC <br />7-518"ACTUAL <br />8" NOMINAL WIDTH <br />LINTEL <br />F � w g C Q° L Q° <br />(VARIES) <br />to <br />MATERIALS-16 <br />GAUGE POWERS <br />cTf p�lfnteIs = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area cA615 Grade 60. ompressive strength = 1900 psi. <br />6. Reber per ASTM <br />1. Refer to manufacturers specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />7/32 wire per ASTM A510. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. <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 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 />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 OF <br />4'-6" LL 4'-6" LL <br />O <br />5-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: Y4"=1'-0" <br />Q`' r'••a•• E'• •.� <br />V <br />G; FCG �• <br />ttoo <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. 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