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i <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 AC1 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 verttcal (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, LOTTS <br />0111m� liffirml <br />NONNI <br />3 <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF400B/1T 8F321B/1T <br />® © ® S <br />FORM dr GROUT SOUR <br />fV QQ <br />�U <br />0 /5 BAR CONT. <br />8F12-1B/1T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />!€ <br />F = FILLED WITH <br />y <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />D <br />81-16- <br />B/1T' <br />r <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c1-f precast lintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <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 REBAR AT TOPALTERNATE POWERS <br />aD <br />MIN. (1) REQ'D <br />�«R STEEL LINTEL <br />a <br />e <br />° M.U. #5 REBAR AT TOP <br />44 A MIN. (1) REQ'D- <br />a <br />H.N--C- <br />a <br />e <br />a <br />° <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 />1-1/2" CLEAR <br />11 <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />AT <br />TED BOTTOM <br />ONLY IF NOTED ON LINTEL PLAN <br />1. Refer to manufacturers specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturers 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 cementiduos coating. See contractor specifications <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 />C <br />5'-4 <br />O <br />T-8" LL <br />O <br />8'-8" LL <br />MIN. O <br />17'-4" LL <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />O <br />9'-0" LL <br />LINTEL PLAN-B <br />SCALE: Y4'=1'-O" <br />M <br />C%J <br />N <br />c <br />0 <br />v <br />r. <br />J <br />> W <br />C3 <br />a _ o <br />c cc L. N <br />fl CO >c LA- O- <br />co co <br />y,oc=s <br />y N O J <br />s c <br />2 <br />m � � Q <br />� 3 0 <br />is a, a� tr <br />�� co <br />ev <br />> -0 <br />A E <br />0 <br />a <br />0 <br />;;; 'y;11 t 111 i6tg11�f� <br />OF <br />'lam Q�Q •'•'���..."���"��� <br />SS10tA <br />\ <br />IIIIIIIrk%%10\0%; <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />F <br />g0, <br />E <br />CN 8�m <br />N al N <br />0 <br />�,� �. <br />tl: <br />N rNi v W a iL <br />�LLii Wa d <br />Z <br />Z <br />0 <br />aL <br />@ <br />ca _ Q' <br />t: _ m U,W <br />rn��Of J Z <br />Z <br />IL <br />N M Z g 0 <br />i <br />Z <br />60 00❑ <br />W <br />0 R <br />z N <br />Z <br />z r; <br />J <br />v1 <br />- N <br />z <br />U <br />� <br />"0 <br />O <br />w $ <br />C) r7�i <br />U g <br />z <br />• <br />Q <br /><C <br />_I <br />o <br />Zo9 <br />w <br />Z <br />J <br />`4- E <br />wog g� <br />E <br />uji <br />oa <br />�E°< <br />Z <br />� <br />a3 t <br /><=iz <br />g <br />¢o <br />`b-' <br />m2 <br />s� <br />Z <br />Z <br />m J <br />y <br />< w z <br />A2 <br />W <br />go <br />z <br />a� <br />W <br />SC <br />�.3 <br />�w <br />mLL <br />3 <br />< <br />0 <br />IIIIIIIIII� <br />M <br />d- <br />zl°a' <br />0U 3 <br />L> <br />J <br />O <br />c� <br />O <br />Co <br />T <br />cu <br />CJ_ <br />U) m <br />3 <br />~ <br />O <br />� <br />M O <br />Ln <br />M N <br />r <br />4 <br />0 <br />T <br />CO M <br />L i <br />o <br />Z <br />w <br />c <br />E T <br />�i <br />Iv ui <br />Il <br />U <br />JOB <br />NO: <br />23-06104 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />