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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 L/180. <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 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 �� . 0 <br />Safe vertical load Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F4411B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T <br />/FORM & GROUT SOLD <br />CN Q <br />u, <br />' J <br />O #5 BAR CONT. <br />8F12-1B/1T <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />MEMO <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />w <br />8 <br />F 16- <br />B/ 1 T <br />a z <br />Z <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />c precast rintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" 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 />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5 <br />MIN.. <br />(1)REBAR AT TOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />a O a <br />° <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />° 4 <br />o <br />D <br />A ° a <br />° <br />MIN. (1) REQ'D <br />1-112" CLEAR <br />a <br />° <br />° <br />GROUT <br />o <br />L. <br />A U)C <br />Q <br />C.M.U. <br />a <br />5 REBAR AT <br />= cn j <br />4 - <br />° O <br />BOTTOM OF <br />a m rW <br />O <br />o <br />LINTEL CAVITY <br />n <br />o v <br />\ <br />-BOTTOM <br />o¢dOz <br />REINFORCING <br />Ir < ¢ td 'M'n <br />r-` <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z p W G <br />Q =' a 3 N <br />D D <br />#5 REBAR AT BOTTO <br />' NOMINAL WIDTH <br />(VARIES) <br />0) � ir a <br />�o �, �o <br />AS INDICATED <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. IFASMALLER 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) Yd' <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/ Y2" 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 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 cemenfitiuos coating. See contractor specifications <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />oL 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 />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'-8" LL <br />O <br />LINTEL PLAN <br />SCALE: %4"=V-0" <br />Q <br />L-- <br />O <br />r; <br />�o Wry <br />Q' <br />• �•. <br />r !r• <br />A5 <br />Y <br />DWA <br />0 <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 2017 <br />Florida Building <br />Code - <br />Residential <br />6th Edition, Engineer's signature and seal is only for <br />the structural <br />engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />U) <br />C3 <br />co <br />N_ Sk <br />_Q <br />® <br />O N p <br />M ^ N <br />rn <br />N lL <br />W <br />J U W <br />a <br />Zz�o <br />,6 c" <br />ai <br />W LL <br />ui <br />aair <br />W <br />N o _ <br />m O <br />mom¢ <br />W <br />LL <br />mo�CO <br />�E�0 <br />as . <br />Boa <br />Z <br />N '1 cy) Z <br />U 0 <br />Z <br />° U <br />❑❑❑ <br />W <br />Z N O <br />0 p�p <br />Z ^o <br />2 � <br />J C] <br />� N <br />E3 <br />^' <br />M <br />Z .c <br />o <br />W <br />CD � <br />- <br />'l <br />r <br />.O <br />rl' o <br />p <br />L <br />¢ <br />Vi <br />�N <br />w <br />ry E <br />= 2 <br />r- o <br />sass <br />U 0° <br />rn <br />w � <br />r- E <br />ORig <br />I <br />zl1 <br />= <br />° <br />U 8 <br />`C rn 0 <br />m <br />0p <br />w <br />z <br />co <br />co <br />z <br />o <br />� <br />ry <br />E <br />za <br />Zo <br /><S <br />Q <br />E Uas <br />wo <br />" <br />❑a <br />Ho <br />WK <br />00 <br />0 <br />0� <br />O t�0 <br />CV <br />L <br />a� <br />¢z <br />o <br />ww <br />W w <br />w- <br />U C <br />C <br />a <br />z< <br />0 Y <br />wm <br />m 0 <br />I O <br />O <br />N <br />J <br />a ° <br />¢w <br />z <br />tNo <br />N 3 <br />a <br />o <br />_Zo <br />0w <br />U <br />o <br />oLL <br />yW <br />r� <br />Y <br />x3 <br />O <br />Y <br />a <br />WJ <br />0l< <br />0 --4 <br />= <br />�L <br />J <br />ai <br />rn <br />L <br />f° <br />0 <br />^, <br />W <br />LO <br />.> <br />c <br />co <br />J <br />N <br />^ <br />O <br />01- <br />C o <br />F_ <br />W M <br />LO <br />N <br />L.f ) <br />N <br />= U-) <br />to o <br />r <br />E <br />E N <br />M (` <br />o <br />Z <br />Z <br />E O <br />E <br />r- <br />N <br />� <br />N <br />CE <br />U J <br />Q <br />C <br />J <br />JOB <br />NO: <br />20-1789 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8.0 <br />