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t <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 180. <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 < 1 .0 <br />Safe vertical loci Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />mffllpmg MINE kI <br />E � E <br />UIV <br />• • <br />IUE <br />i ii i O � ©• � • • O <br />i <br />isms-RIE <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />a w <br />8 F 16- <br />B/ 1 T <br />< z <br />g <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#5 REBAR ALTERNATE POWERS <br />MIN. (1) REQ'D <br />+ L °R STEEL LINTEL <br />• • <br />G .M.U. ff5 REBAR AT TOP <br />44REQ'D- <br />• <br />+ • <br />d <br />GROUT <br />m a� <br />(q <br />5 REBAR AT <br />= - r j <br />BOTTOM OF <br />, vi z W <br />rn <br />LINTEL CAVITY <br />W V o <br />-BOTTOM <br />a W (J $ r <br />REINFORCING <br />¢ a C7 <br />cr <br />7.5/8"ACTUAL <br />' NOMINAL WIDTH <br />PROVIDED IN <br />Za LL 6 w <br />d 3 <br />LINTEL <br />¢ _po' <br />S <br />(VARIES) <br />v~, v . <br />11 <br />1-1/2" CLEAR <br />MATERIALS <br />`-16 GAUGE POWERS <br />cT precast lintels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 318" 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 />A416 graspecifications2. <br />Prestressing strand per ASTM A <br />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 @ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />CONT. PRECAST "U" LINTEL <br />FILLED SOLID W/ 3000 PSI GROUT <br />(SEE LINTEL PLAN FOR MINIMUM <br />UPLIFT GROUT TO BE SIZE & REINFORCEMENT) <br />CONNECTOR FLUSH WITH STANDARD 90 <br />TYPICAL TOP OF WALL DEGREE HOOK <br />(SEE PLAN) ---, fl f N <br />7. <br />• : '- <br />••: ` <br />HOOK LINTEL <br />REINFORCING <br />INTO SIDE <br />,.., . Y .�. ��• M :: <br />�•. ', Y ` ' F ~ . •. r <br />• <br />VERTICALS <br />«�' �'^-;-.,,.r, ti: ., �--;• _:ice=' <br />•,, <br />.. � . .., <br />.� , : �, <br />t <br />t:!'---PROVIDE 3"x3" HOLE <br />IN BOTTOM OF <br />-' <br />PRECAST LINTEL TO <br />` <br />EXTEND WALL REINF. <br />THROUGH AS REQ'D. <br />' <br />PROVIDE STD. <br />900 HOOK W/ MIN. <br />.;' REBAR BOTH SIDES <br />; REBAR BOTH SIDES <br />, <br />25" LAP SPLICE <br />OF OPENING U.N.O. <br />�' <br />OF OPENING U.N.O. <br />' : • <br />ON EA. END <br />.' 12" OR LESS <br />:. •, <br />. <br />- '••. 1 :� ; i1.• •.•�• •:•.cif � - .•°•�^ •. ! :.:. .i' <br />KNOCK -OUT <br />BLOCK FOR FIRST <br />COMPLETE CMU <br />COURSE BELOW <br />SILL & FILL' OLID <br />W/ (1) #5 BAR <br />• <br />: <br />• <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 />N <br />Cza <br />C <br />.� ..• <br />�� <br />�.. • <br />t' •• i•' <br />-• •y • • . . <br />SEE FOUNDATION PLAN FOR-/ SEE FOUNDATION PLAN <br />FOOTING REQUIREMENTS FOR LOCATION <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 />SHEAR FRAME @ SINGLE OR MULTIPLE WINDOWS <br />SCALE: 1/2" = 1'-0" <br />REVISION 10-19-16 <br />U"J <br />L <br />O <br />4'-6" LL <br />O <br />5'-8" LL <br />O MIN. <br />17'-4" LL <br />O <br />8'-8" LL <br />E <br />6'-0" LL <br />O <br />4'-0" LL <br />LINTEL PLAN <br />SCALE: Y4'=1'-O" <br />M - <br />cV <br />N <br />Cn <br />CV c <br />Q dLW <br />s w <br />c� o <br />ro v N <br />•o °OLL. C1 <br />N R O <br />to p CV = <br />y 6, O r6 <br />Q r N Y <br />= d <br />E s c <br />d C' <br />cc <br />c c <br />cc T <br />Q� <br />v, E <br />o <br />a <br />M <br />O <br />CV <br />0 <br />``at{Illi.il,a's' Mo <br />:IC, <br />�•• STATE OF <br />op•'• <br />'`rrrfsttlt`:°° <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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