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. 6,.: ff <br />va° Iv <br />O. O. <br />O O O O O D <br />8RF14-1B/1T8RF14-0B/1T 8F16-16/1T <br />© V 9 <br />o <br />81=20-013/1T <br />9 <br />O O <br />v <br />o O <br />8F16-0B/1T <br />OO <br />81=20-16/1T <br />< �11T=< O<AV�A <br />TYPE DESIGNATION <br />#5 REBAR <br />AT TOP <br />F = FILLED WITH <br />MIN. <br />(1) REQ'D <br />GROUT / U = UNFILLED <br />1/2" <br />a <br />R = RECESSED <br />CLEAR <br />QTY. OF #5 <br />0 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />a <br />.M.U. <br />Qw <br />°° ° <br />6F16— B/1 T <br />a <br />o <br />�° <br />z <br />° <br />° o <br />GROUT <br />tNOMINAL.L QUANTITY OF#5 <br />WIDTH REBAR AT <br />a <br />BOTTOM OF <br />TOP <br />LINTEL CAVITY <br />NOMINAL <br />4 <br />BOTTOM REINFORCING <br />HEIGHT <br />IN LINTEL <br />PROVIDE8"ACTUAL <br />(VAR ES)D <br />8" NOMINAL WIDTH <br />MATERIALS <br />fc precast lintels = 3500 psi. <br />Ec prestressed lintels = 6000 psi. <br />§routed per ASTM C476 fg = 3000 psi w/ <br />Maximum 3/8" aggregate and 8" to 11" slump. <br />Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />Rebar per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />270 low relaxation. <br />7/32 wire per ASTM A510. - <br />91ortar per ASTM C270 type M or S. <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 vertical (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 G 1 <br />Safe vertical load Safe horizontal load .0 <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <`; 1-1/2" CLEAR <br />Lu __ <br />Lu <br />w <br />co cU u~i C.M.U. <br />n00 <br />to p m <br />V) <br />2 W W r j <br />Ln d K <br />[rwQN <br />owrn� <br />15 REBAR AT BOTTOM <br />� < 0 �<0Ir 0 �l MIN. (1) REQ'D <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 top and <br />bottom of all Powers Steel lintels. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitious coating. See contractor specifications <br />— <br />: o•o <br />8RF6-CB/1T <br />o, <br />O O <br />O <br />8F20-1 B-2T <br />8F24o113/11T <br />8FF24-0B/10T <br />:90 <br />CO <br />F — — — — — <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 />IA <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/ 16"=1'-0" <br />A <br />SYMMETRICAL <br />EO O <br />EOMIN. MIN. MIN. <br />MIN, MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMMETRICAL <br />I <br />a_ I <br />a <br />® <br />a" <br />v cc L.7 <br />C14 <br />�LL-� <br />cc <br />Q N Y <br />E s <br />CD <t <br />3 � <br />� .. U tli <br />=dam® <br />? CL- •� A <br />C <br />f0 <br />V <br />i <br />2 , <br />N <br />O <br />N <br />N <br />0 <br />a3eFs9f�,�8� <br />L �q 0111- ss <br />�"� <br />N <br />O �GENSF'•.u�do <br />Ad <br />d <br />'N0 <br />F <br />PLU <br />y <br />5 <br />STATE <br />OF+ <br />S5 <br />�0 <br />jQ N PO <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 Florida Building Code - <br />Residential 7th Edition. Engineer's <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />UN <br />W <br />Q <br />F <br />O M 8 p v <br />v <br />r V <br />oro c �° <br />N <br />& M" Or 3 w o_ a <br />J LL w <br />,n <br />V <br />� Q <br />Z <br />`0 <br />r v 0 0 <br />. O 5 0 <br />'FU m <br />W <br />7 N V) J Q <br />oar `- af m <br />pjO1<�w <br />W <br />Z <br />IM <br />N M Z O N <br />CQJ <br />O U ❑E I <br />Z <br />W <br />N Q <br />o <br />J <br />tJ1 <br />M <br />z <br />� o <br />-1 <br />LL1 N <br />Q m <br />U <br />0 <br />t) <br />LL, o <br />0:: <br />uss <br />(� <br />t— <br />fJ 6 <br />itc J <br />80 <br />r— — E <br />0 <br />I <br />zl�•. <br />/ y J0 <br />VLv M x <br />Q <br />0 <br />®® <br />r_ <br />a <br />c <br />J= <br />w <br />J <br />N <br />�9 <br />Z <br />Q <br />� <br />LL <br />(O E <br />zo <br />o0 <br />>ry <br />C- O <br />E U <br />Fz <br />Z <br />oa <br />I to <br />o E <br />go <br />x V <br />a¢ <br />n6 <br />O <br />°¢ <br />N <br />¢ zp <br />w w <br />o <br />S U <br />0 <br />mco <br />0, <br />m <br />i <br />m <br />Q <br />Q W <br />z Z <br />Z <br />ao <br />V> <br />25 <br />wLL <br />z <br />rnw <br />a <br />O <br />m <br />0 <br />a0 <br />_ <br />o <br />z <br />wF <br />z� <br />0� <br />�o <br />M <br />V <br />O <br />d ti <br />O- <br />¢ <br />o <br />C <br />t` <br />> 00 <br />N <br />C� <br />00 <br />CV <br />L <br />T <br />T <br />T <br />i <br />r <br />C U <br />M <br />60 <br />Z� <br />�/� <br />V) m <br />T <br />1� <br />CN <br />O <br />LO <br />0 <br />N <br />LO <br />c.6 <br />r <br />ill <br />M <br />w <br />M <br />N <br />iri o <br />o <br />Z <br />z <br />E r— <br />E <br />; r <br />m <br />M <br />a <br />0 <br />0 -J <br />a o <br />� <br />JOB <br />NO: 23-13137-13142 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />L 1 <br />