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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/1 80. <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 <br />Safe vertiral load + Safe horizontal load 1.0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />nawm <br />MVIMM <br />MOVE= <br />: <br />WWI <br />8F44 1B/1T8F40 1B/1T 8RF40 OB/1T 81`32 1B/1T <br />g (B em <br />ka (8 <br />FORM & GROUT SOLID <br />r <br />9 <br />Oq�_15 BAR CONT. <br />8F12-1B/1T <br />1:0 <br />Y' LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />F = FILLED WITH <br />GROUT I U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />F_ <br />8F16- EB/1T <br />Z <br />60 2 <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAI_ <br />HEIGHT <br />116- <br />MATERIALS <br />17-rc-p-re-ca-slTntels = 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. 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 />5 REBAR <br />MIN. <br />AT TOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />CLEAR <br />STEEL LINTEL <br />4 <br />A <br />_*__C. M. U. <br />#5REBARATTOP <br />A <br />GROUT <br />MIN. (1) REQ'D_ <br />1-1/2" CLEAR <br />4 <br />Ln 2li <br />A <br />-45 REBAR AT <br />X OZ <br />BOTTOM OF <br />LINTEL CAVITY <br />ujj _N <br />LU 0 0 <br />0 <br />W X W <br />-BOTTOM <br />REINFORCING <br />a <br />< a <br />8 6L * <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z a Uj Ln <br />< 03:�j <br />�_ Lu 0 <br />§ <br />14 __+ REBAR AT BOTTC <br />A5S INDICATED <br />NOMINAL WIDTH <br />(VARIES) <br />0 L6 <br />cr Q_ - <br />L:NTEL MINIMUM DEPTHS ARE CALLED,OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />L NTEL 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 />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 cementibuos 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 />M #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) Y4"xl J" TAPCONS OR TITENS <br />'CENTER OF STRAP @ T/WALL TYP. U.N.O. <br />2x8 #2 SYP P.T. BASE PLATE <br />WIY2" EPDXY ANCHOR OR Y2" <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 />ALL <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" = 1'-0" <br />.1 <br />-2 <br />(D . (D <br />5'-10" LL 13'-0" LL <br />MINO <br />17'-4" LL <br />LINTEL PLAN -A <br />SCALE: Y4"=1'-0" <br />(D <br />8'-0" LL <br />(D <br />4'-6" LL <br />(D <br />4'-6" LL <br />MIN�D <br />5'-8" LL <br />CI%A <br />LJO <br />C" <br />co >4 <br />CD -:e <br />F_ <br />CC 4Z <br />W <br />< <br />0 <br />FES15% <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 <br />7th Editor. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages beadng <br />Engineers signature and seal. <br />cs <br />CD C, <br />0 N 61 <br />C"! <br />00 <br />04 0 <br />Lu <br />M, '! (L <br />CQ LL u- <br />Z <br />j __ Lu <br />�i 2 - a- <br />W <br />0 <br />03 9 <br />W <br />Z <br />IL <br />05 <br />- 0 <br />0 C, , <br />a <br />04 < <br />03 <br />Z <br />W <br />(D <br />7 <br />o <br />U <br />0 <br />LLJ <br />LI) <br />C.) <br />E <br />0 <br />C) E <br />C-4 <br />ro <br />Cn C <br />Z <br />W <br />01 <br />2 q 121) <br />C) <br />0 <br />< <br />Cr <br />co <br />C) <br />U) <br />N <br />4--j <br />4-1 <br />0 <br />LO <br />0 <br />'2 <br />r%-- <br />M 04 <br />(D 04 <br />0 <br />0) <br />0 C:) <br />00 C114 <br />Lo <br />M <br />C111 04 <br />�i r- <br />0 <br />Z <br />E T_ <br />E <br />0 <br />0 <br />< <br />JOB <br />NO: <br />22-09405 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />