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v+ <br />S <br />Q <br />L0 <br />00 <br />M <br />rL0 <br />L <br />v <br />Cr <br />V) <br />0 <br />0 <br />ra <br />u7 <br />co <br />0 <br />I <br />M <br />x <br />00 <br />M <br />L0 <br />v <br />C <br />U') <br />0 <br />4- <br />0 <br />b <br />J <br />to <br />u7 <br />co <br />0 <br />I <br />/ <br />LO <br />lLi <br />L <br />v <br />co <br />tZ <br />Y <br />3 <br />tZ <br />N <br />0 <br />a <br />v <br />E <br />0 <br />0 <br />c <br />rZ <br />0 <br />v <br />U <br />9 <br />N <br />IL <br />N <br />0 <br />N <br />0 <br />0 <br />a <br />N <br />0 <br />N <br />v <br />0 <br />U <br />Z <br />CD <br />0 <br />0 <br />J <br />m <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 L/360 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.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 verltcal (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 / Sae vertical load Safe horizontal load . \� <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />F <br />rem <br />%1 1, 9 8 <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />FORM & GROUT SOLID <br />LU ! o <br />U <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />(0 <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />oil <br />E <br />In <br />M111.0 <br />E1 <br />�1 <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 />I I rlZ_ yC0IUl14t'11 Ivry <br />F = FILLED WITH <br />#5RE <br />MIN. <br />BAR ATTOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />O MIN. <br />a ° <br />GROUT / U = UNFILLED <br />R=RECESSED <br />CLEAR <br />STEEL LINTEL <br />'` <br />QTY. OF #5 <br />° <br />17'-4" LL <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />G <br />M.U. <br />#5 REBAR AT TOP <br />O <br />w <br />° ° ° <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />6 F 16- B/ 1 T <br />Q <br />Z <br />° ° <br />b <br />0 <br />L <br />z <br />° <br />G <br />GROUT <br />t <br />tNOMINAL,L <br />° <br />QUANTITY OF <br />° <br />5 REBAR AT <br />m <br />Z <br />WIDTH #5 REBAR AT <br />° <br />BOTTOM OF <br />a � w <br />~i� <br />6'-6" LL <br />TOP <br />LINTEL CAVITY <br />w U � <br />NOMINAL <br />OTTOM <br />o Ir Li o <br />HEIGHT <br />11REINFORCING <br />L PROVIDED IN <br />¢ ¢ Q <br />0 ti Ci N <br />7-5/8"ACTUAL <br />8" NOMINAL WIDTH <br />LINTEL <br />F O <br />- <br />#5 REBAR AT OTTO <br />(VARIES) <br />U) rn X 0- <br />AS INDICATED <br />MATERIALS <br />cT-i precast 11intels = 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. 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 />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 SPF STUDS @ 16" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAPS EACH <br />STUD ((1) STRAPS EACH SIDE) <br />CENTERED W/ (13) 10d NAILS & (8) %" <br />TITENS <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) USP 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 manufacturers 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 />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />OL SEE PLAN <br />T/VVALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />SCALE: 1" = 1'-0" <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />N <br />9 'O <br />W <br />C <br />= mowrN <br />e� Co <br />N L.L. 2 <br />CU `1 <br />CU�� <br />$�M <br />=' _� <br />� cc <br />_ <br />O <br />Q, G <br />M <br />N <br />d <br />N <br />N <br />O <br />r 'N3 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. 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