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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 L/360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed L/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 / • 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 />O ••i O O O O O v '. -� <br />8F8-1p�B/1T 8F8-0B/1T 8RF6-0B/1T N LU <br />Q <br />0 0 0, • 0 ,.�"• V <br />• O O O O 0 #5 BAR CONT. <br />8RF141B/1T8RF14-OB/1T 8Fi6-0B/1T 8F16-16/1T 8F12-1B/1T <br />8F20-0B/1 T ISD <br />© V' LINTEL DETAIL <br />.. M . W : n Ig'..i'.'T� 97-,W-.Tq SCALE = N.T.S. <br />i <br />9 <br />E <br />f <br />NONE <br />-M-08 <br />E <br />S E <br />.0 <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J <br />8F 16- <br />B/1 T <br />U <br />¢ <br />fNOMINAL. <br />QUANTITYOF <br />yr <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />#5REBAR ALTERNATE POWERS <br />MIN. (1) REQ'D <br />CLEAR STEEL LINTEL <br />• 0 <br />° ° .M.U. #5 REBAR AT TOP <br />4° • MIN. (1)REQ'D 1-1/2" CLEAR <br />UPLIFT <br />CONNECTOR <br />TYPICAL <br />(SEE PLAN) - <br />HOOK 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 INSTALL MIN. 25" LAP <br />FILLED SOLID W/ 3000 PSI GROUT SPLICE BETWEEN WALL <br />(SEE LINTEL PLAN FOR MINIMUM REINF. & LINTEL TOP STEEL <br />GROUT TO BE SIZE & REINFORCEMENT) AT EACH SIDE OF OPENING <br />FLUSH WITH STANDARD 90 TYP. CONT. BOND BEAM <br />TOP OF WALL DEGREE HOOK 8" x 8" x 16" K.O. LINTEL <br />BLOCK FILL w/ 3000 PSI <br />GROUT w/ (1) #5 DIA. REBAR <br />17 <br />44 <br />• ' <br />�4 i` �`�" <br />w-�r�'�.G�+-ems' ' <br />�-' ' ��• <br />'•-�� ' <br />z <br />. <br />.M . ... •, •. <br />a <br />.'.. • ' ••� •' <br />Q <br />3"x3" HOLE <br />• ' 1'' J <br />' <br />IN BOTTOM OF <br />- <br />;' ; <br />PRECAST LINTEL TO <br />EXTEND WALL REINF.' <br />• I <br />• <br />THROUGH AS REQ'D. <br />REBAR BOTH SIDES <br />REBAR BOTH SIDES <br />; <br />OF OPENING U.N.O. <br />OF OPENING U.N.O. <br />'.'. <br />• <br />12" OR LESS 1. .441 <br />" <br />INDICATES <br />:. <br />:...• <br />:. •• <br />.:• <br />FILLED CELL <br />FROM FTG. TO <br />•: BEAM w/ (1) #5 <br />.. .• ' .• . ,: BAR <br />; 8" x 8" x 16" <br />! <br />CMU U.N.O. <br />TYP. DOWEL <br />{...{, 25" MIN LAP <br />(AC1530) <br />4. <br />SEE FOUNDATION PLAN FOR- SEE FOUNDATION PLAN <br />FOOTING REQUIREMENTS FOR LOCATION <br />SHEAR FRAME U) SINGLE OR MULTIPLE WINDOWS <br />SCALE: 112" = V-0" <br />REVISION 10-19-16 <br />O <br />6'-0" LL <br />° <br />a <br />• <br />° GROUT <br />rn <br />O <br />5 REBAR ATZZ <br />= u w <br />° BOTTOM OF <br />0-1 z <br />W <br />o LINTEL CAVITY <br />o - <br />4r -0n LL <br />OTTOM <br />� T U <br />-' <br />REINFORCING <br />¢ ¢ C7 m <br />7.5/8"ACTUAL PROVIDED IN <br />Z LL <br />- P u <br />'NOMINAL WIDTH LINTEL <br />¢ _' C1 � <br />#5 REBAR AT BOTTOM <br />(VARIES) <br />v~i aW[ a g <br />AS INDICATED <br />MATERIALS <br />I -ntels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 3/8" aggregate and 8" to 1 V 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 @ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O <br />8'-8" LL <br />QMIN. <br />17 4' LL <br />O <br />4'-6" LL <br />(2) <br />4'-6" LL <br />O <br />5'-8" LL <br />LINTEL PLAN. <br />SCALE: %4'=1'-O" <br />r <br />'-c <br />yUJ <br />a.5--c <br />c. <br />v CO � a <br />=R®� <br />e m d <br />� Q <br />CD <br />2 <br />07 tD <br />+DVS=` O <br />/ <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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