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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-Llntels are manufactured with 5-112" long notches at the ends to accommodate <br />vertical cell reinforcing and grouting. <br />5. All Ilntels meet or exceed U360 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 vertcal (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 />a e vertical loci Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />f :, ; ji : '. ; '. ; : GL'.' FORM &GROUT SOLID <br />8F8-1B/1T 8F8-OB/1T 8RF6-OB/1T <br />0 0 F14-10 o o <br />8RB/1T8RF14-OB11T 8F16-OB/1T 8F16-1B/1T /5 BAR CONT. <br />i, ,�.. ((v�� o ' ' o O <br />8F20-OB/1 T <br />"'LINTEL DETAIL <br />M'�Ir � .T r ' I� SCALE = N.T.S. <br />�80 <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @BOTTOM <br />OF LINTEL CAVITY <br />S F 16- <br />B/ 1 T <br />201 <br />tNOMINAL#5 <br />QUANTITY OF <br />WIDTH <br />REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#SREBAR <br />MIN. <br />(1) RECI'D Q'D <br />ALTERNATE POWERS <br />LEAR <br />STEEL LINTEL <br />° <br />• <br />• <br />° <br />4 • <br />.M.U. <br />#5 REBAR AT TOP , <br />• • ° <br />a <br />GROUT <br />MIN. (1) REQ'D .':1 1-1/2" CLEAR <br />• a <br />G • <br />J2 i i. <br />° <br />• <br />5 REBAR AT <br />BOTTOM OF <br />x N w <br />LINTEL CAVITY <br />ul <br />co <br />O O J <br />x <br />OTTOM <br />o � r; � <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢ L, <br />0 LL Lu <br />$ #5 REBAR A7 BOTTC <br />R AS INDICATED <br />7.5/8"ACTUAL <br />' N M NAL IDTH <br />(VARIES) <br />m tr <br />1, r <br />MATERIALS <br />16 GAUGE POWERS <br />cT-f- precast Tntels - 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 A815 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 />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />7/32 wire per ASTM A510. <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 pleNdetails 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 />applying the cementitiuos coating. See contractor specifications <br />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <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 p N <br />HOOK LINTEL <br />REINFORCING <br />INTO SIDE <br />VERTICALS--__ <br />•' <br />f ' "•' <br />• <br />: , :. <br />.., ., ...•• M <br />•,..:. '•' "'� <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 />'ems :: • , •.., .. <br />PROVIDE 3"x3" HOLE <br />IN BOTTOM OF <br />s <br />PRECAST LINTEL TO <br />EXTEND WALL REINF. <br />THROUGH AS REQ'D. <br />'• <br />REBAR BOTH SIDES <br />•JJ' <br />OF OPENING U.N.O. <br />REBAR BOTH SIDES <br />OF OPENING U.N.O. <br />12" OR LESS <br />�' '•:• i`•' ::'�It: <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 />li <br />to <br />za <br />25 <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 />(AC1530) <br />A. <br />SEE FOUNDATION PLAN FOR-/ <br />FOOTING REQUIREMENTS <br />SHEAR FRAME i <br />SCALE: 1/2" = 1'-0" <br />REVISION 10-19-16 <br />SEE FOUNDATION PLAN <br />FOR LOCATION <br />SINGLE OR MULTIPLE WINDOWS <br />O <br />6'-0" LL <br />J <br />4'-0" LL <br />O <br />8'-8" LL <br />OMIN. <br />17'-4" LL <br />(2) <br />4'-6" LL <br />O <br />4'-6" LL <br />O <br />5'-8" LL <br />LINTEL PLAN - B <br />SCALE: Y4"=1'-O" <br />C" <br />CWS <br />CAI o <br />Cm <br />W r°.) <br />ILL' tLf r- o <br />N <br />OMac <br />2 .o o <br />VPC= cc <br />.Q y to <br />ae <br />r <br />3 cc <br />1` � c o <br />>x •�° >� <br />� E <br />� o <br />- ci <br />• J <br />1� `J , <br />CV <br />('ram �•% I�� r <br />< ''' S -3 <br />_rJ Oti <br />O . <br />rESS10 <br />... <br />.ff£��'ttttttta)t11►.1\�'X. <br />To the best of the Engineers 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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