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n. I i 'e fps :. ai nivae u II i!r R: �� _ - -- - - - - - 1 ��l �� 1_ .1r.�� :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 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 />8F441B/1T8F4016/1T 8RF400B/1T 81`321B/1T <br />FORM & GROUT SOLID <br />CV Q <br />o Lu <br />J <br />U <br />O #5 BAR CONT. <br />81`12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />� <br />E <br />I <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />Q <br />8F16— <br />B/1T <br />U <br />a <br />ro <br />tNOMINAL. <br />QUANTITYOF <br />r <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />#SREBAR <br />MIN. <br />D <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />d a <br />0 <br />n " a <br />#5 REBAR AT TOP <br />d <br />.M.U. <br />UJ <br />a ` n <br />MIN. (1) REQ'D <br />1-112" CLEAR <br />a e <br />� <br />z <br />n <br />t < <br />GROUT <br />r �O <br />L <br />A <br />to CC <br />W <br />'1 <br />C.M.U. <br />5 REBAR AT <br />= — cn L j <br />_ <br />e <br />O <br />BOTTOM OF <br />a Lu <br />0 <br />"*—BOTTOM <br />LINTEL CAVITY <br />0 V 0 (~n <br />ua�, O <br />REINFORCING <br />PROVIDED IN <br />m L) <br />¢ aM ? <br />. I LL w n <br />_ <br />p n <br />r <br />7-5/8"ACTUAL <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ _' b 3*.m <br />#5 REBAR AT BOTTC <br />(VARIES) <br />vim) U) � d- <br />Q �. ! <br />AS INDICATED <br />MATERIALS <br />cTf precasfTmtels = 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 w1 <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 />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <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 cementibuos 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 />O <br />6-10" LL <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6'-3" LL <br />O <br />6-10" LL <br />OE MIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: %4"=1'-0" <br />s� <br />o <br />ati o <br />W r0 <br />V}-o ro <br />-0.. c u,' y <br />N ca o <br />Cn <br />Cn d ;C7 cc <br />- as rs� <br />y. otr Q <br />as <br />--3. <br />to as a� s� <br />a. <br />cc C <br />_0 <br />W <br />Z <br />0 <br />WN F� <br />w <br />\f Co {�{� <br />r. sR <br />'f f_ F <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, Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W E <br />N CD N N <br />=1 LO0 m 1 <br />(p46 <br />rr� <br />N O <br />a <br />C, LL W <br />a <br />ci _J W <br />Z = U a. Y <br />r <br />fco5 <br />>j <br />--.0O 0 <br />C',O <br />W <br />Co <br />z TOMZ d J <br />IL O <br />N Q <br />x Z O C)v <br />cvn <br />W El El <br />r <br />z N th <br />0 <br />z o <br />J <br />N <br />d r <br />M <br />(fi z v <br />o <br />a <br />J <br />O w g <br />t,n 8 <br />iq <br />(� e— <br />U <br />Ewigm! <br />S £ <br />I� c U) 0 <br />¢ <br />® 0 <br />N CA <br />C7 <br />W <br />M <br />M <br />w Z <br />o S <br />Z <br />U- <br />z o <br />z <br />� <br />a o <br />Q Q <br />E V <br />o. <br />W_ <br />z@ <br />XCU o <br />¢< <br />UO <br />O< <br />O <br />CN <br />¢ z <br />o <br />¢ <br />w w <br />L <br />• (6 <br />N Cy <br />_ C <br />z <br />m 0 <br />O <br />OK <br />zr <br />Z <br />aw <br />> <br />� 7 <br />zo <br />V <br />[1 <br />� � <br />LL <br />a <br />w <br />W <br />C)xk <br /><o <br />�_ <br />CD <br />J� <br />>° <br />to <br />=a <br />ar <br />°3� <br />>� <br />J <br />L0 <br />m <br />.—�LOcc <br />Qcc <br />FF-- <br />� T <br />N <br />cr <br />Cn a <br />N <br />M <br />ca <br />LO <br />r- <br />Z� <br />al <br />004 <br />N <br />O <br />l - <br />LO <br />��—• <br />Cfl <br />T <br />_ <br />a <br />Z <br />N <br />Z <br />N <br />E M Cn <br />co <br />E <br />a <br />tJ _ Q p <br />� <br />JOB <br />NO: 22-06475 <br />SCALE : AS NOTED <br />SHEET NO. <br />8 <br />