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t <br />- - - 11 - J! ____ - I ___ I I - - - <br />t7t <br />CID <br />c14 <br />11.0 <br />I <br />IV <br />L0 <br />C14 <br />cr_ <br />:9 <br />C14 <br />C I <br />?4 <br />FL <br />E <br />E <br />0 <br />0 <br />-0 <br />'P <br />0 <br />C� <br />GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed joints. <br />2. Shore filled linteis as required. <br />3. Installation of lintel must comply with the architectural and/or structural drawings. <br />4. U-1-intels 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 L/1 80. <br />6. Bottom field added rebar to be located at the bottom of the ]Intel 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 accordancewith ASTM C-926 or other approved <br />coating. <br />12. Lintells 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 <br />Safe vertical load Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED UNTEL MANUFACTURERS: CASTE-CRETE, QUALP, LOTTS <br />FORM GROUT SOLID <br />8F8-1B/1T 8F8-OB11T 8RF&-OB/IT C? <br />_J <br />0 0 <br />0 #5 BAR CONT. <br />0 0 01 <br />8RF14-0B/1T 81=11I 8F16- <br />8RF14-1B/1 1B/1T <br />8F12-1B/1T <br />C) 0 0 0 <br />8F20-0B/1T <br />8 V' LINTEL DETAIL <br />9-d-, 7171 M�.�dk- SCALE N.T.S. <br />MEN <br />0 <br />Im <br />no <br />Me <br />11 <br />a <br />E <br />0 a <br />no on <br />00 Mo <br />an <br />MM <br />0 <br />10: <br />11 <br />1 <br />on <br />MINHE <br />0. <br />im <br />I T rr_ ur-Olut'SlIftl JU[N <br />F = FILLED WITH <br />REBAR <br />IN. <br />AT TOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />GROUT / U = UNFILLED <br />4 <br />R = RECESSED <br />LEAR <br />STEEL LINTEL <br />CITY. OF #5 <br />A <br />F_ REBA @ BOTTOM <br />OF LINTEL CAVITY <br />4 <br />-.m* <br />--- C.M.U. <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D_ <br />1-1/2" CLEAR <br />144A <br />:A <br />B/1T <br />4 <br />6t-16- <br />2 <br />0 <br />Z <br />GROUT <br />QUANTITY OF <br />tNOMINAL t <br />-#5 REBAR AT <br />on Lu <br />�C.M.U. <br />WIDTH #5 REBAR AT <br />0 <br />BOTTOM OF <br />z- , <br />a- ILOu F- 6 <br />TOP <br />LINTEL CAVITY <br />1.0 <br />NOMINAL- <br />0 '-*-ZOTTOM <br />0 ir d 0 <br />HEIGHT <br />REINFORCING <br />cr < cj on <br />cc <br />7-5t8"ACTUAL <br />&PROVIDED IN <br />ci <br />8" NOMINAL WIDTH <br />LINTEL <br />Lu <br />5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />Ir <br />MATERIALS <br />16 GAUGE POWERS <br />r7c-p-re-,cesintels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. PC 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 />POWERS STEEL BOXED LINTEL NOTES (ALT.) <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 />6. Reber per ASTM A615 Grade 60. <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 A51 0. <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 />UPLIFT <br />CONNECTOR <br />TYPICAL <br />(SEE PLAN) - <br />HOOK LINTEL <br />REINFORCING <br />INTO SIDE <br />PROVIDE STD. <br />90'HOOKW/MIN. <br />25" LAP SPLICE <br />ON EA. END-, <br />PROVIDE <br />KNOCK -OUT <br />BLOCK FOR FIRST! <br />COMPLETE CMU <br />COURSE BELOW <br />SILL & FILL SOLID <br />L_Iiiiql) #5 BAR <br />CONT. PRECAST "U" LINTEL <br />FILLED SOLID W/ 3000 PSI GROUT <br />(SEE LINTEL PLAN FOR MINIMUM <br />GROUT TO BE SIZE & REINFORCEMENT) <br />FLUSH WITH STANDARD90 <br />TOP OF WALL--\ /-DEGREE HOOK <br />PROVIDE 3"x3" HOLE <br />IN BOTTOM OF <br />PRECAST LINTEL TO <br />EXTEND WALL REINF' <br />J <br />THROUGH AS REQ'D. <br />REBAR BOTH SIDES <br />REBAR BOTH SIDE <br />OF OPENING U.N.O.. <br />12 OR LESS <br />OF OPENING U.N.O. <br />k: -Y I <br />.4 <br />I X1 <br />4. <br />SEE FOUNDATION PLAN FOR-/ SEE FOUNDATION PLAN <br />FOOTING REQUIREMENTS FOR LOCATION <br />INSTALL MIN. 25" LAP <br />SPLICE BETWEEN WALL <br />REINF. & LINTEL TOP STEEL <br />AT EACH SIDE OF OPENING <br />- TYP. CONT. BOND BEAM <br />8" x 8" x 16" K.O. LINTEL <br />BLOCK FILL w/ 3000 PSI <br />GROUT w/ (1) #5 DIA. REBAR <br />a. <br />Z a. <br />INDICATES <br />FILLED CELL <br />FROM FTG. TO <br />BEAM W/ (1) #5 <br />BAR <br />8" x 8" x 16" <br />CMU U.N.O. <br />TYP. DOWEL <br />25" MIN LAP <br />(AC1530) <br />(ZWC:AD r_7DARAr_: tr-ih r_: nD RAI 11 TIDI C: 1A11KIMn%A1Q <br />SCALE: 31W = V-0 <br />REVISION 10-19-16 <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 />I <br />F <br />4'-6" LL <br />4'-2" LL <br />E <br />4A-2" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: Y4"= V-0" <br />cm <br />C1_J <br />LW <br />C= <br />C.; CL. 9 <br />cc C14 <br />"I CO <br />>< <br />= LA_ CX. <br />Cc C= <br />C%4 <br />= cc <br />C-4 <br />CD <br />aj CL (D <br />E <br />CL) C' <br />cc <br />tv <br />UP <br />=ft am <br />-42 <br />L= <br />0 <br />" 10\1 <br />0 <br />4r_w <br />S. <br />�Z7 'CC <br />-_'/ C' <br />01 <br />C) 6�1 <br />AIA <br />L <br />To the best of the Engineers knowledge, information and belief, <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential An Edition. 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