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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. LI-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 174" and <br />longer with a nominal height of 8" meet or exceed L11 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 />ii. 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 />__�a7e vertical load Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />-_0jFW= BWM= 1W9WE �= <br />-Ni 01 ME MIM-Ml <br />E <br />off"M <br />mm0 a <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F32 I B/1T <br />(9 (B 8 (3 <br />FORM & GROUT SOLID <br />v 2, 0� r <br />C14 < <br />9 LU <br />_j <br />.0 #5 BAR CONT. <br />8F12-1B/1T <br />(0 <br />V' LINTEL DETAIL <br />SCALE - N.T.S. <br />a <br />0 a <br />a <br />1011m=_ <br />ISa <br />IS <br />O <br />LISLE <br />IVA <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />F_ REBA BOTTOM <br />OF LINNEL CAVITY <br />8F16- <br />B/1T <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />1. rc precast lintels - 3500 psi. <br />2. fc prestressed lintels - 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wi <br />4. maximum 3/8" aggregate and &'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 />REBAR <br />MIN. <br />AT TOP <br />(1) REQ'D <br />.1 - <br />LEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />4 Aj <br />0 <br />4 <br />.0 C.M.U. <br />#5REBARATTOP - <br />GROUT <br />MIN. (1) REQ'D_ - 1-1/2" CLEAR <br />> <br />'�C.M.U. <br />-#5 REBAR AT <br />Lu <br />BOTTOM OF <br />L29W . V F <br />W 9 <br />0 0'*-BOTTOM <br />LINTEL CAVITY <br />2 U) <br />Lu � 'L� Z_� <br />y 8 � . <br />REINFORCING <br />< d <br />7-5/8"ACTUAL <br />f-PROVIDED IN <br />LINTEL <br />0 > 5 REBAR AT BOTTC <br />NOMINAL WIDTH ' <br />W 1�7 L INDICATED <br />(VARIES) <br />0: - L . I al <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 />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) Y4" <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/ 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 manufacturees specifications for installation. <br />2. Contractor to provide proper protection of ]Intel to prevent rusting <br />Refer to manufacturees 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 camentifluos coating. See contractor specifications <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />,,K SEE PLAN <br />WT/VVALL <br />E3-8" KNOCKOUT COURSE <br />11­�A W/ (1) #5 CONT. <br />--SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />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 />5'-8" LL <br />LINTEL PLAN <br />SCALE: V'=V-0" <br />L <br />FE N <br />co 750 <br />No <br />dr <br />SJATE OF �A, Z <br />0 Ft <br />To the best of the Enillneer'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. Engineers signature and seal <br />- <br />Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engirzes signature and seal. <br />04 cli _j <br />W <br />t&4 tl 00, go <br />LL U. 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