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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.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 / 1 .O <br />Safe vertical load + Safe horizontal load \— <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />i i i i © � ®. � • w <br />E I W <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1 T 81`32 1 B/1 T <br />FORM &GROUT SOLID <br />-1 of <br />o �w <br />J <br />O w #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />W" LINTEL DETAIL <br />SCALE = N.T.S. <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />¢ w <br />� r <br />8 F 16— <br />B/ 1 T <br />a 2 <br />16 0 <br />L6 Z <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />ci—f precastTntels = 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 wl <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 />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5 EBAR <br />MIN. <br />RE AT TOP <br />(1) REQ'D <br />CL AR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />d ° <br />° <br />° ° <br />a <br />a <br />.M.U. <br />#5 REBAR AT TOP <br />° <br />° ° ° <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />C• <br />° <br />° ° <br />G <br />° <br />GROUT <br />L <br />C.M.U. <br />5 REBAR AT <br />_ to r j <br />= - <br />� <br />° O <br />BOTTOM OF <br />z w <br />0 <br />c <br />LINTELCAVITY <br />Q V co � <br />UJ <br />1 ", <br />-BOTTOM <br />o ¢ 0O t <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />Q ¢ C7 I <br />w Z o <br />¢ _' b �,n' <br />22 W O <br />� <br />�, <br />#5 REBAR AT BOTTOM <br />AS INDICATED <br />7-5/8"ACTUAL <br />" NOMINAL WIDTH <br />(VARIES) <br />u~i <br />c n <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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 />POWERS STEEL BOXED LINTEL NOTES (ALT.I <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 />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 />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR <br />SIMPSON MSTAM36 STRAPS EACH STUD ((1) <br />STRAPS EACH SIDE) CENTERED W/ (13) 10d <br />NAILS & (8) Y"x1 J" TAPCONS OR TITENS <br />*CENTER OF STRAP @ T/WALL TYP. U.N.O. <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ 2" EPDXY ANCHOR OR %2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE PLAN <br />I I T/VVALL <br />I ld° <br />8 KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = T-O" <br />Q <br />8'-0" LL <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />B <br />MIN. <br />5-8" LL <br />(D (D <br />13'-0" LL 5'-10" LL <br />OMIN. <br />17'-4" LL <br />LINTEL PLAN-13 <br />SCALE: Y4"=1'-O" <br />N <br />o <br />9 .W <br />i_ <br />%— ® <br />v a� M <br />Cy <br />N � <br />� r N � <br />Q' <br />Q, <br />� E <br />C2 <br />�s •— v CO <br />E <br />l.J <br />C�j <br />fl' <br />U O OF <br />U <br />aeD <br />L <br />let <br />�FTSrIIIglf�t <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 Florida Building Code - <br />Residential 7th Edition. 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