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GENERAL INSTALLATION NOTES <br />1, Provide full mortar head and bed Joints. <br />2, Shore filled lintels as required. <br />1 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/180. <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 �� • O <br />Safe vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />Jim: : �: : �•. ; : �•. ; . ; FORM do GROUT SOLID <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T o W <br />© © J <br />O O o o �.�'. U <br />•� ; O O O O O /5 BAR CONT. <br />8RF14-18/1T 8RF14-0B/1T 8F16-0B/1T 8F16-16/1T 8F12-1B/1T <br />El <br />® V' LINTEL DETAIL <br />•' _ r-' 19 r_1 a rM ISTA.�M SCALE = N.T.S. <br />a <br />0Iso <br />ME� <br />Kamm <br />Fits; <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />SP <br />J UJ <br />8F16— <br />B/1T <br />a <br />Z <br />L <br />tNOMINAL, <br />QUANTITYOF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />#S REBARMIN. (1) <br />ALTERNATE POWERS <br />MIN. (1) REQ'D <br />CLEAR STEEL LINTEL <br />.M.U. #5 REBAR AT TOP <br />MIN. (1) REQ'D— <br />GROUT <br />#5 REBAR AT <br />BOTTOM OF <br />LINTEL CAVIT <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />(VARIES) <br />MATERIALS <br />cT pir recasCrintels = 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 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 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 Y" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />n �O <br />yN�x <br />=—w <br />t-(?,-w <br />wVOr�rt� <br />ou 0Z <br />aac7 <br />OLL XJ <br />—PLu LO <br />F 03:g iiii <br />C0LnXQ. <br />1-1/2" CLEAR <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/WALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />1 WALL SPLICE DETAIL <br />8 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 />OB <br />5'-8" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4'=1'-0" <br />M <br />CN <br />N <br />00 C7 <br />9 W <br />� 4 CJJ <br />Q C lA V N <br />m X <br />N t0 <br />y N O lO <br />�d <br />as E "" c <br />co Q <br />m 3 A <br />u as <br />� � T <br />N fl- <br />�o <br />a w <br />0 <br />C'M <br />0 <br />N <br />00 <br />_o <br />M <br />O <br />v - No P71 7 5:0,f . <br />��' <br />•` <br />.,. C O <br />1'lit I10 <br />To the best of the Engineers 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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