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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 1­1360 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 />Safe vertical load Safe horizontal load `_� <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED UNTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />�i r FORM & GROUT SOLID <br />o i o 0 0 0 0 <br />8178-1B/1T 8F8-0B/1T 8RF6-0B/1T r. p N W <br />0 © © o 0 0 O <br />*: O O O O O #5 BAR CONT. <br />8RF14-1B/1T8RF14-0B/1T 81`16-013/11 8F16-1B/1T 8F12-1B/1T <br />8F20-OB/1 T <br />© "V" LINTEL DETAIL <br />SCALE = N.T.S. <br />MEN <br />0 <br />IN <br />N <br />IN <br />a <br />no <br />00 <br />IN <br />Im <br />IN <br />In <br />so <br />M <br />0 <br />I <br />IN <br />�Ilm <br />IN <br />1 11"C VCJIl71VHIIVIV <br />F = FILLED WITH <br />#5 REBAR.(1)RE <br />MIN. <br />AT TOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />GROUT / U = UNFILLED <br />a <br />= <br />R RECESSED <br />CLEAR <br />STEEL LINTEL <br />QTY. OF #5 <br />O <br />a <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />= <br />a `-.0-C.M.U. <br />#5 REBAR AT TOP <br />c� <br />W <br />.` • <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />8F16- B/1T <br />az <br />z <br />a , <br />GROUT <br />tNOMINAL.5 <br />t QUANTITY OF <br />• <br />REBAR AT <br />= Z w <br />_ <br />C.M.U. <br />WIDTH #5 REBAR AT <br />< O <br />BOTTOM OF <br />C <br />a n - F <br />TOP <br />LINTEL CAVITY <br />w v O m <br />NOMINAL <br />"*-BOTTOM <br />o M v oui <br />HEIGHT <br />REINFORCING <br />¢ ¢ m Z <br />7-5/8"ACTUAL <br />PROVIDED IN <br />ZLL <br />- p w n <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ =' 3:N <br />#5 REBAR AT BOTTOM <br />(VARIES) <br />Lu <br />r~n � 0. O <br />AS INDICATED <br />MATERIALS <br />16 GAUGE POWERS <br />cTf precastl'intels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM Cgat fig = 8" to psi slump. <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 wl <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 manufacturer's 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 />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />applying the cemenfltiuos 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 a ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />UPLIFT <br />CONNECTOR <br />TYPICAL <br />(SEE PLAN) - <br />HOOK LINTEL <br />REINFORCING <br />INTO SIDE <br />VERTICALS - <br />PROVIDE STD. <br />90' HOOK W/ 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 />W/ (1) #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 STANDARD 90 <br />TOP OF WALL-\ ///-- DEGREE HOOK <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 O <br />BLOCK FILL w/ 3000 PSI <br />GROUT w/ (1) #5 DIA. REBAR 8'-8" LL <br />a <br />••. <br />•. <br />: . <br />• <br />• <br />r� <br />••.. y .• • <br />•:. • <br />• . <br />•. <br />• •• • <br />i <br />a <br />• ' , <br />• <br />II <br />••i •' <br />•• •.•• • • J y <br />C <br />a <br />•.:. PROVIDE 3"x3" HOLE <br />IN BOTTOM OF <br />'. <br />'. PRECAST LINTEL TO <br />'+ <br />EXTEND WALL REINF.' <br />• I <br />I;;' THROUGH AS REQ'D.WL <br />.�' <br />REBAR BOTH SIDES <br />�' ; REBAR BOTH SIDES <br />OF OPENING U.N.O. <br />OF OPENING U.N.O. <br />• ' <br />• <br />'• <br />12" OR LESS <br />4 <br />: INDICATES <br />• <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 />'' f. <br />TYP. DOWEL <br />#. <br />;#:••; <br />fi %- <br />25" MIN LAP <br />(AC 1530) <br />14 <br />A. <br />SEE FOUNDATION PLAN FOR-/ SEE FOUNDATION PLAN <br />FOOTING REQUIREMENTS FOR LOCATION <br />SHEAR FRAME u") SINGLE OR MULTIPLE WINDOWS <br />SCALE: 1/2" = 1'-0" <br />REVISION 10-19.16 <br />O <br />6-0" LL <br />(,:D4-0" LL <br />OMIN. <br />17'-4" LL <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />O <br />5-8" LL <br />LINTEL PLAN <br />SCALE: Y4'=1'-O" <br />Cn <br />cis <br />C' <br />W <br />c r- o <br />C <9 V <br />CV T m ?{ <br />W <br />d <br />N C <br />N O <br />Q w CV <br />W <br />> e c <br />o <br />d �., <br />rz 3 +o <br />:1:_ <br />�dW-M <br />W <br />C d <br />cu <br />co <br />� U <br />12 <br />.ax11A°J ����A4 <br />1„j 1Y IV #•� <br />....... M <br />g3 <br />1� `/ <br />t <br />r� <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 <br />Florida Building Code - <br />Residential 7th Edition. 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