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9 <br />d- <br />rn <br />c <br />00 <br />0 <br />J <br />rn <br />N <br />02 <br />N <br />E <br />0 <br />DO <br />w <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 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 .0 <br />Safe vertical load Safe horizontal load — I <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F441B/iT8F40 1B/1T 8RF400B/iT 8F321B/1T <br />FORM do GROUT SOLID <br />d i~ LU <br />i J <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />i <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16- <br />B/1 T <br />U <br />¢ <br />tNOMINAL. <br />t QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />cc precastl'intels = 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 (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 />#5 .(1) <br />IN. <br />RE AT TOP <br />(1) REQ'D <br />1!2" <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />a d <br />O <br />d ° d <br />d ° <br />.M,U. <br />#5 REBAR AT TOP <br />Q <br />D <br />d ` d <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />d <br />° <br />GROUT <br />n J <br />Q L <br />d <br />Ln 1__tr <br />4 <br />C.M.U. <br />5 REBAR AT <br />= Ln I j <br />4 — <br />° O <br />BOTTOM OF <br />a Z to Lu <br />LuU3 <br />O <br />LINTEL CAVITY <br />Lu Ln <br />1 \� <br />OTTOM <br />C1Td0Z <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />Q ¢ C7 in <br />Z LL W 10 <br />¢ _' O � N <br />D D <br />Qo �, �o <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />7-5/8"ACTUAL <br />'NOMINAL WIDTH <br />(VARIES) <br />U)Lo Ira ✓ <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 coaling. See contractor specifications <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />CD <br />zM <br />0 <br />— o <br />Cl- <br />z <br />V) (D <br />Q) <br />cn <br />w <br />�U — <br />w <br />O <br />Ln <br />~ <br />0 <br />c ri U <br />o 0 <br />U <br />�M <br />0) Cl) <br />_ <br />'— E <br />N <br />— U <br />MINN <br />O o <br />LL 00 <br />j 00 <br />C' <br />f` <br />_�e <br />Q��Qo <br />Lo 0 �r <br />AlI <br />N•CaD,CNfx1\s <br />L <br />QQppR�r <br />xaOO <br />® 9 Y°Co y <br />S � <br />'Np <br />5 <br />C <br />41 <br />J <br />O <br />e�i y/�rvy� :: <br />w• y_a.. <br />� <br />LA I <br />r <br />C������ <br />m' <br />LL Wr�gg�o <br />o <br />,mom �`"' <br />� <br />�eii`s��'atff <br />0,, <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications 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 />c) <br />0 <br />Z t11 <br />0 <br />.N <br />1�1 0 <br />M <br />Q C- Ln <br />t2 •L <br />in <br />LL <br />Z <br />C) <br />U a 00 <br />E <br />� <br />� <br />z <br />WJ <br />C:) <br />O <br />Z <br />JQ <br />uJ <br />Za <br />Z- <br />bZOO <br />ZLwlr <br />D Z Z <br />� L4 W <br />a �ceo <br />oUluJ <br />J <br />Fm-� <br />Lu <br />( ' 1 <br />Z <br />�W/ <br />T <br />Lu <br />a <br />LL <br />� <br />M <br />F� <br />o <br />O <br />.a <br />J <br />o <br />J Z <br />V <br />_ <br />fa <br />0- <br />� 2 <br />;LLI <br />�- <br />W <br />PRO <br />F�' <br />.! <br />Oa a <br />J <br />¢ O ¢ <br />Q <br />Q ¢ ¢ �:: <br />~O�g� <br />�O <br />z <br />O ¢ 0 <br />W=moo <br />Z <br />LU <br />Ln <br />°' <br />D g C : <br />J <br />r-1 <br />UJI <br />Q <br />Z <br />u, 0 Z o <br />��� <br />rl <br />Ol <br />Z <br />¢az <br />Z <br />m <br />Qz <br />LU <br />< z <br />Q <br />00 <br />a <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAMES <br />VERSION NO- 4mO <br />SHEET NO. <br />8.0 <br />