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I <br />3 <br />j <br />3 <br />GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed Joints. <br />2. Shore filled Ilntels 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 Ilntels 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 Ilntels 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 oa Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />3 <br />8F441B/1T8F40113/1T 8RF40OB11T 8F321B/1T <br />ra I'm <br />FORM dr GROUT SOLID <br />O /5 BAR CONT, <br />8F12-1B/1T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />Isis <br />EE= <br />M. <br />TYPE DESIGNATION <br />#5 <br />MIN. <br />AR R <br />(1) REQ'D <br />ALTERNATE POWERS <br />F =FILLED WITH <br />GROUT /U=UNFILLED <br />CL AR <br />STEEL LINTEL <br />a <br />= <br />R RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />G <br />M.U. <br />#5 REBAR AT TOP <br />w <br />a, ° <br />MIN. (1) REO'D 1.1/2" CLEAR <br />8F16 R <br />Q <br />• ° ° <br />V�1T <br />Z <br />n < <br />GROUT <br />J <br />QUANTITY OF <br />tNOMINAL.5 <br />° <br />REBAR AT <br />Lo U) C.M.U. <br />w <br />WIDTH #5 REBAR AT <br />V <br />BOTTOM OF <br />(� - <br />TOP <br />LINTEL CAVITY <br />O m <br />NOMINAL- <br />o <br />-BOTTOM <br />¢ 0 $ � <br />HEIGHT <br />REINFORCING <br />< a j <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LL O <br />8" OMINAL WIDTH <br />LINTEL <br />5 REBAR AT BOTTO <br />(VARIES) <br />rn AS INDICATED <br />MATERIALS <br />16 GAUGE POWERS <br />cTi' p�lTntels = 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 compressive strength - 1900 psi. <br />1. Refer to manufacturers specifications for installation. <br />6. Reber per ASTM A615 Grade <br />A <br />Prestressing strand per ASTM 416 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 />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 />applying the cementitluos coating. See contractor specifications <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 />C <br />5'-4 <br />F <br />3'-8" LL <br />O <br />8'-8" LL <br />MIN. O <br />17'-4" LL <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />O <br />9'-0" LL <br />LINTEL PLAN -A <br />SCALE: Ya"=1'-O" <br />4" <br />N <br />O <br />N <br />TICS <br />c <br />o <br />t;V <br />d v <br />> W <br />N <br />C u p- <br />N 9 !V J= <br /><O <br />04 <br />� d <br />E c <br />� 3 � <br />3 �- <br />Cc <br />.d V G1 <br />'m cc <br />5., a <br />c <br />� E� <br />w o <br />a � <br />i <br />l,1t4419h1, (lPS1P,�o�1 <br />`r SE <br />"r <br />:.� <br />C�\4 <br />,> <br />FLO <br />sf FESS1Oa�����`�.. <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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