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_ <br />J <br />m <br />n <br />cV <br />LO <br />a� <br />`o <br />o- <br />cn <br />C, <br />-n <br />8 <br />0 <br />0 <br />J <br />(�O <br />N <br />O <br />I <br />r'M <br />E5 <br />00 <br />r- <br />L0 <br />cV <br />LO <br />LO <br />v <br />to <br />0 <br />.a <br />Q <br />0 <br />J <br />rn <br />0 <br />I <br />r� <br />u� <br />t[] <br />0 <br />a� <br />c_ <br />C, <br />3 <br />Q <br />rh <br />0 <br />a <br />E <br />E <br />O <br />2 <br />L <br />O <br />c <br />C <br />J <br />y <br />N <br />L� <br />U <br />v <br />c <br />v <br />y <br />a) <br />0 <br />a <br />a <br />0 <br />U <br />J <br />a� <br />M <br />O <br />00 <br />00 <br />5 <br />a <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 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 />O O O O <br />8F8-1B/1T 8F8-0B/1T <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />MELSE <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F32 1 B/1T <br />FORM & GROUT SOLID <br />o � ? �w <br />U <br />O #5 BAR CONT. <br />8F 12-1 B/1 T <br />0 <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />1 <br />LE <br />i <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J W <br />6F16- <br />B/1T <br />a <br />M O <br />tNOMINAL <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c p_recast fntels = 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 />#S <br />MIN.. <br />(1)REBAR AT TOP <br />(1) REQ'D <br />1/2" <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />G d <br />d O d <br />° <br />G <br />.M.U. <br />#5 REBAR AT TOP <br />d ° d <br />GROUT <br />MIN. (1) REQ'D <br />- 1-1/2" CLEAR <br />° <br />d d <br />a <br />V <br />n �O <br />m ¢ � <br />C.M.U. <br />° <br />5 REBAR AT <br />= i j <br />° O <br />BOTTOM OF <br />a to F <br />uJ O <br />LINTEL CAVITY <br />WO a) <br />"*-BOTTOM <br />0�UOz <br />REINFORCING <br />Q ¢ C7 E <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z LL C W M <br />¢ _' O � N <br />#5 REBAR AT BOTTC <br />'NOMINAL WIDTH <br />(VARIES) <br />U)) � � a <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. 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) %4" <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/ %" EPDXY ANCHOR OR Y" <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 cementitiuos coating. See contractor specifications <br />TRUCTURAL SHEATHING <br />,TTACHED PER NAILING <br />CHEDULE <br />5EE PLAN <br />T/WALL <br />" KNOCKOUT COURSE <br />✓/ (1) #5 CONT. <br />EE PLAN FOR FILLED CELL <br />PACING <br />1 WALL SPLICE DETAIL <br />111,±� 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 />O <br />5'-8" ILL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4"=V-0" <br />N <br />0o <br />C <br />_® <br />LU <br />Q, <br />®tea <br />c cc ra <br />.- <br />f:8 <br />i59i -;.... 5'u <br />M <br />CV <br />CD <br />N <br />0 <br />���estA.a�ta,l� <br />M <br />o <br />e <br />� <br />� <br />V 1 Y <br />ry <br />3i <br />F� STATE 0-- <br />' <br />""�,� k- . r, , G <br />fy„.. veil <br />/�ti i- ts�q <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 2020 <br />Florida Building Code - <br />Residential 7th Edition. 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