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c <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 L/360 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 LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />FORM & GROUT SOLID <br />8F8-1B/1T 8F8-(�00B.//J71T 8RF6-OB/1T = j, p N LU <br />K \J © O• O O• ,O •,�• T V <br />*'•1 10 O O O ° - #5 BAR CONT. <br />8RF14-1B/1T8RF14-OB11T 81`16-08/1T 8F16-1B/1T 8F121B/1T <br />�'•' �•= © A O © VO <br />81720-06/1 T <br />© "V" LINTEL DETAIL <br />I7' ,�'. rI j'• .i'T I', ,�". j� SCALE = N.T.S. <br />�OEM <br />M 0E <br />IN <br />M <br />0 <br />0 <br />IN <br />0 <br />E�I <br />IM <br />I <br />IS <br />MimiIM <br />E€ <br />iml <br />€ <br />€ <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J w <br />8F16- B/1T <br />J <br />a z <br />i" � <br />� Z <br />QUANTITY OF <br />tNOMINAL. <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />#S (1)REBAR TTOP ALTERNATE POWERS <br />MIN..(1) REQ'D <br />1/2 LEAR STEEL LINTEL <br />C <br />d O <br />d ° <br />d .M.U. #5 REBAR AT TOP <br />d° , MIN. (1) REQ'D 1-1/2" CLEAR <br />a <br />UPLIFT <br />CONNECTOR <br />tYPICAL <br />(SEE PLAN)- <br />HOdK LINTEL <br />REINFORCING <br />INTO SIDE <br />VERTICALS - <br />PROVIDE STD. <br />900 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 />If <br />; . <br />P. <br />A <br />'.:. <br />PROVIDE 3"x3" HOLE <br />' 1' <br />IN BOTTOM OF <br />PRECAST LINTEL TO <br />it <br />EXTEND WALL REINF.' <br />} <br />• I, <br />I' <br />THROUGH AS REQ'D. <br />4: .•. <br />I <br />REBAR BOTH SIDES <br />�' <br />REBAR BOTH SIDES <br />OF OPENING U.N.O. <br />OF OPENING U.N.O. <br />`.. •' <br />' <br />12" OR LESS <br />i <br />4.• <br />:. <br />! <br />'` <br />:: <br />.• ' , <br />. ' • <br />' , a .•• <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 />.. <br />SEE FOUNDATION PLAN FOR-/ <br />FOOTING REQUIREMENTS <br />SEE FOUNDATION PLAN <br />FOR LOCATION <br />INDICATES <br />FILLED CELL <br />FROM FTG. TO <br />BEAM w/ (1) #5 <br />BAR <br />8"x8"x16" <br />CMU U.N.O. <br />TYP. DOWEL <br />25" MIN LAP <br />(AC 1530) <br />SHEAR FRAME @ SINGLE OR MULTIPLE WINDOWS <br />SCALE: 112" = V-0" <br />REVISION 10-19-16 <br />O <br />6'-0" LL <br />° <br />d <br />d <br />d GROUT <br />C.M.U. <br />5 REBAR AT <br />cn i j <br />- <br />° O BOTTOM OF <br />a cn z F <br />Or <br />LINTEL CAVITY <br />° '-*-BOTTOM <br />Lu U U) <br />UJ <br />, „ <br />4 -0 LL <br />o v o <br />- <br />REINFORCING <br />¢ a c7 <br />7.5/8"ACTUAL PROVIDED IN <br />Z o w Lo <br />"NOMINAL WIDTH LINTEL <br />4 =' - 9#5 <br />Oa <br />REBAR AT BOTTOM <br />(VARIES) <br />u~) R) X b <br />AS INDICATED <br />MATERIALS <br />---16 GAUGE POWERS <br />c-T f precast lintels = 3500 psi. <br />STEEL BOXED LINTEL <br />2, fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f'g = 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 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 cementitiuos 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 aQ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O <br />8'-8" 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: Ya"=T-O" <br />cy <br />R*.e <br />Z o <br />ar o <br />a <br />i N <br />LA- <br />C, <br />y -0,CN t <br />cv `9 <br />n3 1p_ = ao <br />m o � Q <br />3 <br />en c <br />M <br />0 <br />CV <br />CV <br />0 <br />�.. -. <br />M. <br />41 <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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