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-1 L:-1L L_ 1 +L ' 1 n em 1 el I - r f _ _ I I I I_ ' _ I. _ ' I t <br />E; <br />r� <br />co <br />M <br />r7 <br />is <br />v <br />0 <br />J <br />O <br />I� <br />In <br />c0 <br />L0 <br />N <br />0 <br />rn <br />0 <br />J <br />0 <br />I <br />M <br />LO <br />N <br />0 <br />0 <br />cc) <br />to <br />L <br />0 <br />cnn <br />0 <br />a <br />0 <br />3 <br />t� <br />Q <br />N <br />0 <br />i <br />a <br />0 <br />v <br />c <br />J <br />a <br />c <br />0 <br />J <br />LZ <br />N <br />N <br />0 <br />a <br />rh <br />0 <br />t� <br />Lo <br />45 <br />1E <br />d <br />0 <br />1 <br />s <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 should be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load �1 .O <br />Safe vertica load Safe horizontal load - I <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />OO O O <br />8F8-1B11T 8F8-0B/1T <br />.••- <br />, • <br />+ ; <br />FORM do GROUT SOLID <br />O o <br />8RF6OBIIT <br />o <br />W <br />O O <br />O O <br />O <br />#5 BAR CONT. <br />8RF14-1B/1T <br />8RF14-OB/1T <br />8F16-OB/1T <br />8F16-18/1T <br />8F12 1B/1T <br />O © ® 8F220-0B/10T O <br />® "V" LINTEL DETAIL <br />F=T --,W-. T� SCALE = N.T.S. <br />j <br />E <br />j <br />` <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J LI <br />8R <br />BMT <br />a <br />z <br />tNOMINAL, <br />QUANTITYOF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />0 <br />a <br />#SREBAR ATTOP ALTERNATE POWERS <br />MIN. (1) REQ'D <br />CLEAR STEEL LINTEL <br />.M.U. #5 REBAR AT TOP <br />MIN. (1) REQ'D- <br />-GROUT <br />n �O <br />-#5 REBAR AT <br />w , <br />- <br />BOTTOM OF <br />LINTEL CAVITY <br />a � <br />w U go)U5 <br />BOTTOM <br />it u UJ O Z <br />REINFORCING <br />Q < c7 ^ <br />PROVIDED IN <br />Z 0 w ,n <br />LINTEL <br />4 . - b 3: <br />(VARIES) <br />U) In ¢ E `n <br />1-1/2" CLEAR <br />5 REBAR <br />AS INDICA <br />MATERIALS <br />16 GAUGE POWERS <br />cTf precas I5intels = 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 />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 />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 I, <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 WALLS DEGREE HOOK <br />�.Ilk <br />..: <br />• <br />� <br />.+:;• <br />~'. <br />•..fry.. <br />-w �Y�.-=rr�-•rL. ma's'?=j`�..•ti...�s.r L.�. �M. ..� �-'�^ <br />•' <br />PROVIDE 3"x3" HOLE <br />IN BOTTOM OF <br />PRECAST LINTEL TO <br />EXTEND WALL REINF. <br />THROUGH AS REQ'D. <br />' 'I <br />:J'l <br />REBAR BOTH SIDES <br />REBAR BOTH SIDES <br />- <br />OF OPENING U.N.O. <br />12" OR LESS <br />OF OPENING U.N.O. <br />•' <br />:'�.�• <br />�•. <br />,•• <br />-s{• <br />Tom. <br />1.4 . <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 />C'4 a <br />N <br />Za <br />�g <br />INDICATES <br />FILLED CELL <br />FROM FTG. TO <br />BEAM w/ (1) #5 <br />BAR <br />'M. i ' '8"x8"x16" <br />~' 'r CMU U.N.O. <br />TYP. DOWEL <br />+� 25" MIN LAP <br />(AC1530) <br />SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN <br />FOOTING REQUIREMENTS FOR LOCATION <br />IIS24 SHEAR FRAME SINGLE OR MULTIPLE WINDOWS <br />SCALE: 3/8" = 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 a@ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />F <br />4'-6" LL <br />E <br />4'-2" LL <br />AEI <br />4'-2" LL <br />LINTEL PLAN - ELEV-Bl. <br />!r7 <br />CV <br />� <br />N <br />c <br />o <br />_ <br />Co <br />0 <br />i Ca. o <br />a <br />rn _o J <br />•i Eo r c <br />rx <br />3 M <br />a, ar <br />W <br />_ o C o <br />C E <br />'•J <br />r <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans end specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. 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