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1 II I ! _ 1111 '' L _ _ I 1 ___1 I __ _ <br />1_ I <br />23 <br />c0 <br />M <br />M <br />rLO <br />v <br />7 <br />Cn <br />O <br />J <br />200 <br />CD <br />0 <br />I <br />N <br />i <br />c0 <br />M <br />r� <br />II <br />C <br />Cr <br />0 <br />0 <br />0 <br />J <br />eo <br />1•M <br />is <br />O <br />I <br />N <br />rn <br />cV <br />O <br />rfi <br />ICE <br />L <br />v <br />Cn <br />c <br />3 <br />H <br />Q <br />M <br />O <br />E <br />E <br />0 <br />_ <br />0 <br />c <br />J <br />c <br />0 <br />v <br />J <br />a) <br />L� <br />N <br />0 <br />0 <br />r` <br />0 <br />0 <br />d <br />M <br />0 <br />r` <br />Lo <br />v <br />0 <br />d <br />0 <br />W <br />Q <br />�y <br />0 <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 />II I <br />UN <br />E <br />x2i. <br />FORM k GROUT SOUD <br />Ir <br />O U <br />#5 BAR CONT. <br />8F 12-1 B/1 T <br />O <br />IV" LINTEL DETAIL <br />SCALE = N.T.S. <br />.i <br />on <br />IM <br />� <br />00 <br />So <br />00 <br />Ma <br />E <br />� <br />M0 <br />Ma01 <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />6 F 16- <br />B/ 1 T <br />U <br />Q <br />ro <br />tNOMINAL <br />QUANTITY OF <br />if ) <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />v <br />#5 REBAR <br />MIN..(1)(1) <br />REQ'D Q'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />a °0 <br />° <br />#5 REBAR AT TOP <br />f- <br />= <br />G <br />.M.U. <br />w <br />°' <br />MIN. (1) REQ'D 1-112"CLEAR <br />S <br />° <br />a" <br />z <br />4 <br />GROUT <br />� <br />< <br />J = <br />° <br />Ln C.M.U. <br />5 REBAR AT <br />= w <br />O <br />BOTTOM OF <br />a vim) <br />W) 06 � <br />a <br />LINTEL CAVITY <br />o m <br />LU <br />-BOTTOM <br />Lu 0 1- <br />o U <br />REINFORCING <br />Q Q , J <br />LL <br />-CO <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z w - <br />6 <br />8" NOMINAL WIDTH <br />LINTEL <br />G =' b #5 REBAR AT BOTTC <br />cg w O <br />(VARIES) <br />I- u AS INDICATED <br />(n rn m a „ <br />MATERIALS <br />cT prf ecasftintels = 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 />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 />UPLIFT <br />CONNECTOI <br />TYPICAL <br />(SEE PLAN) <br />HOOK LINTEL <br />REINFORCING <br />INTO SIDE <br />VERTICALS <br />PROVIDE STD. <br />90° HOOK W/ MII <br />25" LAP SPLICE <br />ON EA. ENDS <br />PROVIDE <br />KNOCK -OUT <br />BLOCK FOR FIRST <br />COMPLETE CMU <br />COURSE BELOW <br />SILL & FILL SOLID <br />W/ (1) #5 BAR <br />SEE FOl <br />FOOT <br />CONT. PRECAST "U" LINTEL <br />GII I Gn Cr)i In W/'2nnn PCI r.Rr)l IT <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 />INSTALL MIN. 25" LAP <br />SPLICE BETWEEN WALL <br />& LINTEL TOP STEEL <br />AT EACH SIDE OF OPENING <br />(SEE LINTEL PLAN FOR MINIMUM <br />REINF. <br />SIZE & REINFORCEMENT) <br />GROUT TO BE <br />2 <br />FLUSH WITH STANDARD 90 <br />TYP C <br />TOP OF WALL DEGREE HOOK <br />8" x 8" <br />BLOCM <br />GROU <br />• <br />PROVIDE 3"x3" HOLE <br />J <br />IN BOTTOM OF <br />PRECAST LINTEL TO <br />_ <br />'Ir• <br />EXTEND WALL REINF <br />THROUGH AS REQ'D. <br />REBAR BOTH SIDES <br />REBAR BOTH SIDES <br />a <br />OF OPENING U.N.O. <br />12" OR LESS <br />OF OPENING U.N.O. <br />r <br />T; f <br />IN[ <br />• <br />' FIL <br />�. ; �. FR <br />BE <br />zl; f BA <br />CM <br />r <br />TYP <br />25" 1 <br />(ACI <br />7 :.. ��! ? '•l..t• .`�; .. •: 1. :.:.�p ..�•ry ..'• ,,...•...P.. <br />INDATION PLAN FOR <br />SEE FOUNDATION PLAN <br />ING REQUIREMENTS <br />FOR LOCATION <br />DINT. BOND BEAM <br />c 16" K.O. LINTEL <br />FILL w/ 3000 PSI <br />w/ (1) #5 DIA. REBAR <br />ICATES <br />LED CELL <br />DM FTG.TO <br />%Mw/(1)#5 <br />R <br />8" x 16" <br />J U.N.O. <br />DOWEL <br />IIN LAP <br />i30) <br />SHEAR FRAME @ SINGLE OR MULTIPLE WINDOWS <br />SCALE: 3/8" = T-0" <br />REVISION 10-19-16 <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 />1 <br />F6 4'-" LL <br />4'-2" LL <br />�E� <br />4'-2" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />en <br />d <br />N <br />C <br />� <br />m v <br />> ua <br />� <br />oL <br />C f0 UM', <br />0- <br />Q N � <br />E <br />Q <br />y - <br />io y a) .ra <br />> C � <br />N G <br />E <br />�o <br />a� <br />0 <br />cam• <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and spedfications contained within these <br />drawings comply with the 2020 <br />Florida Building Code <br />- <br />Residential <br />7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />9) <br />W <br />a <br />0 E <br />S <br />CI <br />0 N c (0 n <br />W V) <br />N <br />j LO <br />05r-r-� <br />Q <br />co N � 2S LL <br />C -J Z u- W <br />M i a <br />a x <br />-d w <br />Z <br />m c � <br />� <br />-0 O O <br />Y <br />m N O <br />ILW <br />U)2 ,rn m <br />Z aJ <br />0 <br />J0 <br />OU <br />Z <br />W <br />❑❑ <br />CD <br />z N M <br />_ o <br />C N <br />< vE3 <br />C� <br />n <br />Ln <br />z <br />0 <br />o <br />4 <br />f6 <br />w <br />� m <br />U <br />0 <br />C) c <br />w j <br />- � 8 <br />.i <br />5 d <br />U 'o us <br />U) u <br />Q 0 <br />• <br />�� <br />CV O: <br />O <br />C�D <br />O , <br />W <br />Z <br />Z <br />Q <br />O <br /><o <br />o- <br />� <br />o� <br />Ew� <br />z <br />F- r9 <br />O <br />CU <br />O ru <br />to <br />a <br />-Z <br />wz <br />Z <br />N � <br />%Q <br />WO <br />o <br />a W, <br />-c <br />ao <br />ov <br />no <br />ZF <br />Z <br />Z <br />_ <br />NaI <br />a w <br />Q� <br />�z <br />z <br />W <br />> <br />T � <br />5 <br />w <br />� w <br />~ <br />m <br />¢ <br />0 <br />M <br />v <br />J W <br />zl< <br />0 3 <br />0 T <br />2 <br />>� <br />J <br />' <br />L0 <br />LO <br />rn <br />m <br />Q <br />0 <br />cl- <br />� <br />H <br />r <br />co <br />= O <br />CL <br />O <br />o <br />O <br />Y <br />-'I, <br />m <br />m <br />LO <br />O <br />T <br />rM <br />I <br />0 <br />Cfl <br />CV <br />co <br />m N <br />M <br />Q <br />o <br />CO <br />E <br />2 <br />CO <br />o <br />m <br />c T <br />i6 <br />Z <br />Z <br />E r <br />E <br />N <br />Zia <br />0 <br />a <br />U -I <br />¢ p <br />-J <br />JOB <br />NO: <br />23-06138 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />