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3 <br />_ <br />tY <br />co <br />M <br />LOj <br />v <br />N <br />0 <br />cV <br />00 <br />J <br />O <br />I <br />N <br />cc <br />M <br />M <br />L0 <br />O <br />Cr <br />0 <br />0 <br />0 <br />J <br />M <br />O <br />I <br />LO <br />v <br />39 <br />0 <br />c <br />3 <br />Q <br />N <br />4 <br />i <br />O.. <br />E <br />`v <br />C <br />LZ <br />O <br />0 <br />y <br />.o <br />a <br />z <br />y <br />I <br />Y <br />0 <br />LZ <br />N <br />N <br />N <br />0 <br />0 <br />a <br />0 <br />N <br />JJ <br />a <br />Q <br />m <br />to <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 should 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 />811B/1T8F40 1B/1T 8RF40OB/1T 81`321B/1T <br />FORM do GROUT SOLID <br />r. I Of <br />(V Q <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 />Jill <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8 F 16- <br />B/ 1 T <br />a' <br />III <br />tNOMINAL. <br />QUANTITYOFT <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />< <br />MATERIALS <br />cT prf ecaslintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fig = 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. 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 />#5REBAR ATTOP ALTERNATE POWERS <br />IN. (1) REQ'D <br />CLEAR STEEL LINTEL <br />d <br />a <br />° .M.U. #5 REBAR AT TOP <br />e� G MIN. (1)RECID ° C - 1-1/2" CLEAR <br />r <br />a <br />° GROUT <br />< <br />J O <br />L <br />�2' <br />C C.M.t <br />a <br />5 REBAR AT <br />= to w <br />BOTTOM OF <br />O <br />a <n z w <br />- <br />LINTEL CAVITY <br />o <br />w0 w X W <br />-BOTTOM <br />0 o_ 0 O <br />REINFORCING <br />¢ Q 0 ¢ <br />7-5/8"ACTUAL PROVIDED IN <br />Z r` o w a"p <br />NOMINAL WIDTH LINTEL <br />¢ _' O 3: <br />J. it a <br />#5 REBAR AT E <br />G ��% AS INDICATED <br />(VARIES) <br />, <br />a <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 />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 />4'-6" LL <br />O <br />4'-2" LL <br />O <br />4'-2" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />O <br />Q- <br />C-C <br />W Ll , <br />L <br />la� s S- <br />.40 M <br />i1! � <br />= Q <br />W <br />(n ® ® `. <br />¢ <br />>>�. ®W <br />N <br />N <br />O <br />N <br />N <br />N <br />0 <br />,a <br />f v a++. <br />=r <br />�kn <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />n <br />F of aor <br />a MR Nam'* <br />N .1N m J LL <br />Q 3�00 U) * LL W <br />a M JLL a LIJ <br />� o <br />Z J. 0o <br />_ <br />Cr 4:5'i64 LOB <br />W 0�Frn -J a <br />a <br />Z 00 N M Z W to 0 <br />IL <br />Z O U U-1 w <br />W <br />Z N ch <br />0 00 <br />Z ao <br />Q � <br />N <br />(JJ Zf w <br />V^), Cr <br />W o <br />� <br />a--i <br />m <br />O <br />I � w o <br />�+ ! �y N <br />N S <br />in <br />(a r- U) <br />W J <br />r - E <br />iT ) <br />N m <br />o <br />o <br />C.0 <br />w <br />M <br />O <br />Z <br />I <br />LL-=o <br />E <br />Wo <br /><s <br />Q O <br />N U <br />�o <br />z© <br />oa <br />a� <br />cWip <br />0¢ <br />o � <br />N t <br />a= <br />wz <br />=3Z <br />Vi <br />Q <br />o o <br />Y <br />mo <br />z� <br />J <br />Z <br />¢� <br />>z <br />Zsz <br />82 <br />go <br />IBMd <br />2� <br />d <br />nw <br />U <br />o <br />w< <br />;o <br />O <br />V- <br />zla <br />aF <br />� 3 <br />0 C <br />'C : <br />_ <br />_ <br />LO <br />L0 <br />cc <br />I- <br />L00 <br />(V <br />o <br />C\I <br />Y <br />Cr <br />J <br />m <br />ca <br />Q <br />41 <br />p N <br />N <br />CN <br />-Q N <br />Ln <br />M <br />N <br />JillN <br />r <br />E <br />N <br />00 <br />o <br />Z <br />m <br />Z <br />E 0 m <br />m <br />E <br />16 <br />U <br />d <br />Q <br />J <br />JOB <br />NO: 22-02388 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />