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8F8-1 B/1 T <br />O <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 5-112"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 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 />1o, 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 �� . 0 <br />afe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />0 0 <br />8F8-OB/1T <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY <br />FIT] <br />O 0 <br />1 <br />. <br />8RF6-0B/1T <br />© <br />0 0 <br />0• 0 <br />O 0 <br />8RF14-18l1T <br />8RF14-0B/1T 8F16-0B/1T <br />© © O <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />® © ® (81 <br />.4k <br />•�r <br />0 0 <br />8F16.1 B/1T <br />® <br />0 O <br />8F20-OB/1T <br />3 <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 />8F16- <br />B/1T <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c. c prP�Tlfecas ntels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f g = 3000 psi w/ <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />FORM & GROUT SOUD <br />(7 r W <br />0 #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />'V" LINTEL DETAIL <br />SCALE = N.T.S. <br />#5 REBAR <br />MIN..(1)(1) <br />RECIQ'D <br />ILEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />O <br />o n <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />e • e <br />e <br />MIN. (1) RE9D ° Q 1-1/2" CLEAR <br />° <br />D <br />AGROUT <br />aC.M.U. <br />LA4 <br />y <br />5 REBAR AT <br />mwtowBOTTOM <br />OF <br />� 0)Z w <br />O 4 <br />LINTEL CAVITY <br />r~n `` <br />0 V <br />O <br />OTTOM <br />a m d <br />REINFORCING PROVIDED IN <br />LINTEL <br />4 Q 6> <br />Z�Z LL I] w <br />¢ "�o' i7 33p i� D D 5 REBAR AT BOTTC <br />5/8"ACTUAL <br />DMINAL WIDTH <br />F- 1D �° �, �° AS INDICATED <br />Ir <br />(VARIES) <br />u� o. <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/detalls 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 />4'-0" LL <br />OF <br />5'-10" LL <br />O <br />LINTEL PLAN <br />SCALE: %4'=1'-0" <br />C9�_ <br />Z M <br />Z <br />Z <br />Q <br />a <br />U) Z <br />^cV)' (D <br />W <br />cr) <br />4••'J w <br />Q <br />O U-i <br />E <br />U <br />� rNi M <br />w <br />= <br />c to r) <br />R'F lip <br />L. ifpp0 <br />ECD <br />0" <br />N <br />" V <br />f <br />(� <br />C <br />;il eI <br />J.., �� t�C-4 .7 E <br />M <br />ti <br />V <br />• Z <br />d W i1.t <br />W <br /><y, CC <br />v"Q nLL <br />C:ak= <br />Z <br />LL <br />< <br />•r t O F i_ 5 ::�'� <br />To the best of the Enginee ion, and <br />belief, the structural plans and ins contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />N <br />Z <br />0 <br />t>O <br />M <br />Q � M Ln <br />a cn •L � <br />C L <br />r <br />Icy- 00 <br />a <br />�" <br />Z tt3 <br />W <br />J <br />� <br />o: <br />�a <br />ow <br />U <br />g Q a <br />w=Q� <br />� <br />L <br />p <br />Z <br />Ln <br />Ln <br />m3 <br />z <br />0 <br />^ <br />w <br />g <br />Z <br />�0 <br />J <br />^ <br />ui o <br />$n <br />Z <br />Z <br />Ln <br />J <br />< <br />W <br />Z <br />zu <br />$ <br />,—I <br />m <br />N <br />Z <br />Z <br />t <br />o <br />:5f <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION NO" 10 <br />SHEET NO. <br />8.0 <br />