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01 <br />m <br />aoo <br />M <br />L0 <br />v <br />S <br />c� <br />0 <br />I <br />m <br />LO <br />LrIj <br />S <br />CD <br />v <br />a <br />0 <br />a <br />c <br />S <br />9 <br />1 <br />fE <br />CL <br />a <br />FZ <br />O <br />0 <br />LO <br />a <br />M <br />Si <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 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 vertical (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 />Sae vertical load + Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F441B/1T8F401B/1T 8RF400B/1T 8F321BMT <br />® © ® S <br />FORM dr GROUT SOL1D <br />i.:7. <br />Q J <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />a <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 />#S <br />MIN.. <br />RAT TOP <br />(1)BAR <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />_ <br />° n <br />= <br />a a <br />e <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />w <br />a ` <br />MIN. (1) REQ'D 1-1/2"CLEAR <br />S <br />e <br />a <br />a <br />, <br />Z <br />e <br />Z°a <br />a <br />GROUT <br />" <br />�o <br />N ¢ ¢ C C.M.U. <br />5 REBAR AT <br />= rn y w <br />BOTTOM OF <br />(n F , - <br />LINTEL CAVITY <br />t� U 0)_j <br />o <br />OTTOM <br />REINFORCING <br />PROVIDED IN <br />o m ci O z - <br />¢ ¢ C7 cr <br />Z rL O <br />7-5/8"ACTUAL <br />LINTEL <br />¢ _' O 5 REBAR AT BOTTC <br />8" NOMINAL WIDTH <br />(VARIES) <br />N ¢3 ` u. AS INDICATED <br />e <br />MATERIALS <br />c-f l' p�Tintels = 3500 psi. <br />2. fe prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <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 />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) Y" <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 />4 <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Yz" EPDXY ANCHOR OR Yz" <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 manufacturers 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 />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />,SEE PLAN <br />T/VVALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />1 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 a@ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O <br />4'-6" LL <br />(j) <br />MIN. <br />17'-4" LL <br />T-8" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: Y4'=1'-0" <br />N <br />C <br />n <br />o <br />N <br />.o '•. <br />m Wj <br />Q� <br />CDW <br />® <br />6 a i o <br />n- <br />Z <br />N N i <br />p <br />•�.osc <br />3 cc <br />J. =o <br />to CL <br />= o <br />fs c+ <br />m j <br />1'7 <br />4 <br />e�. <br />'•. 2r' <br />�`' <br />41 <br />� <br />t <br />O <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 Edition. 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