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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.03-0605.05 and 03-0605.04. <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 shoud be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load / ■ O <br />e vertical loci Safe horizontal load \- <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />FORM dr GROUT SOLID <br />V .. . <br />4 W <br />U <br />O /5 BAR CONT. <br />8F12-1B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />5E_ <br />IBM <br />0 <br />■ <br />■ <br />- <br />C - c p <br />. . . . . . <br />e <br />E <br />� <br />. . <br />. . <br />0 <br />on <br />11 <br />01 <br />C � <br />. . <br />� <br />� <br />■ <br />■ <br />. . <br />. . <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />7 <br />8F 16- <br />B/1 T <br />a <br />tNOMINAL <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c �sf lintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f g = 3000 psi w/ <br />4. maximum 31W 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 />#S REBAR <br />IN. <br />(1) REO'D <br />'CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />G ° <br />� <br />A <br />n <br />.M.U. <br />r'f5 REBAR AT TOP <br />= <br />e ° ° <br />MIN. (i) REO'D 4 <br />1-1/2" CLEAR <br />° <br />. <br />Z <br />° <br />4 <br />2 <br />GROUT <br />D 16iD <br />, <br />J Z Q L) <br />° <br />y V7 ;� ir <br />5 REBAR AT <br />= - m r j <br />° O <br />BOTTOM OF <br />a d <br />o <br />LINTEL CAVITY <br />n <br />u� v o to J 1 Q Q <br />TTOM <br />& it Cd 0 " /6 <br />REINFORCING <br />¢ a (7 °D <br />M <br />- <br />7-5/8"ACTUAL <br />PROVIDED IN <br />ZLL - 0 a D D <br />L,T 4 4 <br />#5 REAT BAROTTO <br />8" NOMINAL WIDTH <br />LINTEL <br />w t1 Q <br />§ 2 Q <br />(VARIES) <br />w ¢ n , o <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 />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAPS EACH <br />STUD ((1) STRAPS EACH SIDE) <br />CENTERED W/ (13) 10d NAILS & (8) Y4" <br />TITENS <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) SIMPSON MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Yz" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <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 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 cementitiuos coating. See contractor specifications <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />ob SEE PLAN <br />TMALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />1 WALL SPLICE DETAIL <br />8 SCALE: 1" = 1'-0" <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 />5-10" LL <br />O <br />5'-8" LL <br />O <br />v <br />5'-8" LL <br />O <br />17'-4" LL <br />4) MIN. <br />5'-8" LL <br />O <br />LINTEL PLAN <br />SCALE: Y4 "=1'-0" <br />•.• <br />r�"'121ROFE55 <br />F <br />nJ <br />(' <br />. rtrt�lttt. <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 2017 <br />Florida Building <br />Code - <br />Residential 6th 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 />W <br />S 1 <br />o <br />R to- N C <br />C",r$ <br />N LL LL <br />� <br />we�LL- <br />� <br />VJyM <br />u_ a. CL <br />W uld' <br />WO <br />0 tY <br />W <br />IL CL Z <br />W <br />m m° o <br />o <br />MZS <br />J <br />WN <br />° 60000 <br />0 <br />z " <br />Z v <br />v <br />N <br />z <br />■LL <br />LLJ <br />O <br />N <br />= r <br />" <br />� CID <br />- <br />►65 <br />as <br />~ o <br />= <br />_ . <br />Q <br />o <br />M <br />Cn <br />. <br />W <br />Z <br />0 <br />is� <br />zp <br />Cl <br />W. <br />oa <br />VZ <br />C1 <br />O C <br />CE <br />w0 <br />¢ <br />l <br />N <br />� L <br />ao <br />mf <br />ZCO� <br />�gLL <br />r <br />NJ <br />orb <br />o <br />U <br />WLL <br />J <br />o <br />6i <br />J <br />`N <br />> Ui <br />rn <br />to <br />L <br />/D <br />N <br />.= <br />T <br />^ <br />co <br />Q <br />0 <br />F- <br />a)CD <br />cc <br />Ln <br />CD <br />N <br />r <br />Ln <br />N <br />= N <br />O <br />T <br />LO <br />T <br />E <br />c T <br />MO <br />M N <br />0 <br />z <br />' <br />B <br />c <br />a. <br />E <br />U <br />Q p <br />JOB <br />NO: <br />20-0566 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8.0 <br />