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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 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.03-0605.05 and 03-0605.04. <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 .O <br />Safe vertical load Safe horizontal load �� <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F441B/1T8F401B/1T 8RF400B/1T 81`321B/1T <br />FORM & GROUT SOLID <br />a. <br />lV <br />O .= W <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />lull <br />i <br />Kamm <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />i <br />J <br />� <br />Lu <br />w <br />2 <br />8 F 16— B/ 1 T <br />F- <br />a <br />J <br />z <br />`r' <br />Z <br />to <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL <br />° <br />HEIGHT <br />MATERIALS <br />cTf precast Tintels = 3500 psi: <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 11" slump. <br />5. Concrete masonry units (CM U) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />6. Rebar per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5 R(1)REBAR AT TOP ALTERNATE POWERS <br />MIN.,(1) REQ'D <br />STEEL LINTEL <br />CLEAR <br />O <br />oa <br />0 <br />a M.U. #5 REBAR AT TOP <br />a - 0 MIN. (1) REQ'D ° Q 1-112" CLEAR <br />a a <br />d <br />D - <br />• GROUT <br />J <br />r <br />a <br />P'*"'�C.M.U. <br />A <br />° , 4 <br />5 REBAR AT <br />= - rn j <br />4 - <br />O BOTTOM OF <br />a z � <br />w O <br />LINTEL CAVITY <br />w rn <br />Lu <br />\ /n\ <br />-BOTTOM <br />O ci O Z <br />Z <br />REINFORCING <br />7-50ACTUAL PROVIDED IN <br />4 ¢ C7 m <br />Z LL W <br />40MINAL WIDTH LINTEL <br />1° <br />¢ O 3 - <br />D iD <br />� �, Q <br />#5 REBAR AT B( <br />AS INDICATED <br />(VARIES) <br />u~i N u, a <br />° ° <br />4 <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <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 />16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />ONLY IF NOTED ON LINTEL PLAN <br />1. Refer to manufacturer's specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturer's specifications. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />see lintel plan/details for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitiuos coating. See contractor specifications <br />O O <br />4'-6" LL 4'-6" LL <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4'=1'-0" <br />C9 �_ <br />Z M <br />0 <br />J <br />z <br />c� <br />w <br />• U <br />Ow <br />� <br />m <br />FE <br />Ln <br />Cn <br />o <br />CDmti <br />U <br />LU <br />EEp <br />U <br />aimN <br />N M <br />12 O M <br />O O co <br />= dj <br />ly U T) <br />L LL 00 <br />7 <br />- Q O <br />< o <br />40 CL <br />® <br />A <br />I <br />N�C�H�D�C <br />�->a <br />V <br />qqh <br />RiI{ C3 <br />N <br />w <br />" <br />Z N lfi jJ' <br />U) <br />rJ Z <br />i <br />W `O <br />0W <br />3 2 <br />"•,Q.?` <br />. <br />0 .1 o <br />LLW <br />sp <br />3 <br />M w _fi' <br />` f � A. <br />L)PXe� <br />To the best of the Engineer's knowledge, in ormation, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. 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