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'' I I II[ FIT Ill 1111111I9CLN'TIII, } I I L I _ I ;I it I I _ I �l�! ll�� t.l <br />1111, fill <br />i <br />I <br />I <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 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 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 />a e vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />iL . <br />8F8-1B/1T 81`8-06/1T 8RF6-OB/1T <br />0 © © o 0 0 0 <br />0 0 0 0 <br />8RF14-1B/1T 8RF14-0B/1T 8F16-OB/1T 8F16-16/1T <br />o 0 <br />8F20-OB/1 T <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />® 11 <br />FORM do GROUT SOLID <br />p N LU <br />U <br />0 #5 BAR CONT. <br />8F12-1B/1T <br />IV" LINTEL DETAIL <br />SCALE = N.T.S. <br />RI M <br />Kamm <br />TYPE DESIGNATION <br />#5 REBAR <br />AT TOP <br />ALTERNATE POWERS <br />F=FILLED WITH <br />MIN.(1)REQ'D <br />GROUT lU=UNFILLED <br />1E <br />CLEAR <br />STEEL LINTEL <br />° d <br />R = RECESSED <br />QTY. OF #5 <br />O <br />d a <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />° ` <br />M.U. <br />#5REBAR ATTOP <br />Q <br />w <br />d` d <br />MIN. (1) REQ'D 1-112" CLEAR <br />8 F 16- B/ 1 T <br />a <br />z <br />a <br />d <br />Z <br />d <br />° <br />GROUT <br />tNOMINAL,QUANTITY <br />< <br />J <br />C.M.U. <br />OF <br />° <br />5 REBAR AT <br />= L w <br />#5 REBAR AT <br />WIDTH <br />BOTTOM OF <br />a U) z H <br />O0 <br />TOP <br />° <br />LINTEL CAVITY <br />w U U) <br />NOMINA <br />OTfOM <br />o L o � <br />z <br />HEIGHT <br />REINFORCING <br />Q a d Co <br />X <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z LL O ,^n <br />8" NOMINAL WIDTH <br />LINTEL <br />a . C7 5 REBAR AT BOTTOM <br />r- w O AS INDICATED <br />(VARIES) <br />rn N c o_ <br />MATERIALS-16 <br />cTi precast lintels = 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 />GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />1. Refer to manufacturer's specifications for installation. <br />6. Reber per ASTM A615 Grade 60. <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />Prestressing strand per ASTM A416 grade <br />Refer manufacturer's specifications. <br />7. 270 low relaxation. <br />3. If lintell is scratched or damaged refer to Powers Steel for repair. <br />7/32 wire per ASTM A510. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />8. Mortar per ASTM C270 type M or S. <br />see lintel plan/detaiis 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 <br />4'-6" LL <br />O <br />4'-6" LL <br />O <br />5'-8" LL <br />O <br />8'-8" LL <br />O MIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-B <br />SCALE: Y4"=1'-O" <br />O <br />6'-0" LL <br />O <br />4'-0" LL <br />G' O <br />N <br />C.. rl- CL <br />CD m <br />C) <br />�C'l'i <br />U, <br />W <br />_ U N <br />u, O O <br />'C t6 O W <br />_. <br />rL <br />/ <br />e11tri <br />``15��11tt.3tft'> <br />= rJ �G O� <br />AM <br />c•e. <br />t` L. O� <br />i�SiONf� S�Xt<. <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. 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