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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 / . 0 <br />Safe verticalloa + Safe horizontal load `- <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />O "0 <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1TPOO <br />© 0, O <br />8RF14-1B/1T 8RF14-OB/iT <br />�M <br />8F44 1B/1T8F401B/1T 8RF40OB/lT 8F321B/lT <br />® © ® 8 <br />O O O 0 <br />8F16-0B/1T 8F16-1B/1T <br />© © O O <br />8F20-0B/1 T <br />FORM Ar GROUT SOLID <br />o ��#5 <br />�U <br />0 BAR CONT, <br />8F12-1B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE - N.T.S. <br />E <br />• [ <br />� <br />III � <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />7 <br />8 F 16- <br />B/ 1 T <br />tNOMINA1 <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />Tfc p-w-asfTihtels - 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 />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#SREBAR <br />MIN. <br />(1) REQ'D <br />TEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />C <br />4 •Qd <br />C.M.U. <br />#5 REBAR AT TOP <br />e• a <br />GROUT <br />MIN, (1)REQ'D .'1 1-112"CLEAR <br />s <br />• e <br />G <br />• <br />n J O <br />w ¢ C.M.U. <br />5 REBAR AT <br />= r,- W <br />• <br />BOTTOM OF <br />LINTEL CAVITY <br />23 W <br />U O N <br />o <br />OTTOM <br />O M.) O i <br />REINFORCING <br />¢ ,j <br />LL <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />ZZ 0 ail u, <br />- Nv ` 5 REBAR AT BOTTC <br />' NOMINAL WIDTH <br />(VARIES) <br />F w ooS <br />U)tY 6 AS INDICATEDLn <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)Ya" <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/ Y" EPDXY ANCHOR OR Y2' <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <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 [Intel 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 plaNdetatls for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementkiuos coating. See contractor specifications <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE PLAN <br />TNVALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />1 WALL SPLICE DETAIL <br />��j 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 />(_E) <br />4'-6" LL <br />MIN. <br />L <br />LINTEL PLAN - ELEV-Al <br />SCALE: Y4"=1'-0" <br />CV <br />W <br />Cn <br />c <br />0 <br />ar �o <br />o w <br />s 0 <br />[- O <br />m <br />� o <br />N D C L <br />a, fO <br />� m N S C <br />d <br />4� Cu <br />w <br />c c <br />u • Q <br />� <br />R <br />�dd� <br />u a� <br />cu c c <br />In Qa <br />E- <br />10 <br />0 <br />r- f <br />•". t t .� <br />F <br />•/"�f /i t.�4�tt���.11 <br />To the best of the Engineers knowledge, intonation 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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