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5 <br />5 <br />4 <br />J <br />4 <br />4 <br />4 <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 L/360 vertical deflection, except lintels IT-4" 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 />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 <1 .0 <br />Safe vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />81744 1B/1T8F40 1B/lT 8RF40OB/1T 81`32 113/1T <br />8 <br />FORM & GROUT SOLID <br />< <br />C? LLJ <br />-.1 <br />0 <br />#5 BAR CONT. <br />8 F 12-1 B/ 1 T <br />(Z <br />W" LINTEL DETAIL <br />SCALE = N.T.S. <br />C. <br />TYPE DESIGNATION <br /># REBARATTOP <br />F = FILLED WITH <br />IN. <br />(1) REG'D <br />ALTERNATE POWERS <br />GROUT / U = UNFILLED <br />1/2" <br />ILEAR <br />4 AJ <br />R RECESSED <br />�:] <br />STEEL LINTEL <br />QTY. OF #5 <br />6 <br />r-REB @ BOTTOM <br />�AqR <br />T <br />F IN EL CAVITY <br />2: <br />- <br />4 <br />#5 REBAR AT TOP <br />< <br />0 <br />W <br />- <br />A- <br />MIN. (1) REQT 1-112" CLEAR <br />B/1 T <br />0 <br />Z <br />4 <br />4 <br />EF5 <br />0 <br />tNOMINAL. t <br />Z <br />-GROUT <br />�C.M.U. <br />QUANTITY OF <br />A <br />--#S REBAR AT <br />U) <1 <br />U) Lu <br />WIDTH #5 REBAR AT <br />0 <br />0 <br />BOTTOM OF <br />Zo K uJ <br />Lu <br />TOP <br />0 <br />LINTEL CAVITY <br />I 0 <br />00 �- W <br />NOMINAW <br />-BOTTOM <br />Lu X <br />CD Ir U 0 <br />HEIGHT <br />REINFORCING <br />< (S M <br />Ir <br />7-5/8"ACTUAL <br />�PROVIDED IN <br />LL <br />Z <br />8"NOMINALWIDTR-' <br />LINTEL <br /><- �: CN tj -4 -#5 REBAR AT BOTTON <br />ao 10 <br />(VARIES) <br />�- W 0 < AS INDICATED <br />Cr al �s <br />16 GAUGE POWERS <br />MATERIALS <br />I . f'c precastTintels 3500 psi. <br />STEEL BOXED LINTEL <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 />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />ONLY IF NOTED ON LINTEL PLAN <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />6. Rebar per ASTM A615 Grade 60. <br />1. Refer to manufacturer's specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications, <br />7/32 wire per ASTM A51 0. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. <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 />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 />applying the cementitiuos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <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 />4'-6" LL <br />4'-6" LL <br />9'-0" LL <br />8'-8" LL <br />(�) M I N. <br />17'-4" LL <br />LL <br />3'-8" LL <br />LINTEL PLAN -A <br />SCALE: Y4"=1'-O" <br />00 <br />C%d <br />LW <br />C3 <br />cc C.3 <br />=V-1 <br />-0 C-4 <br />tA C= cc <br />2' FQ <br />CD <br />CO ID <br />up <br />=C11 <br />,n C:L <br />E <br />C3_ L) <br />C3 <br />N <br />U1 <br />ON e� <br />Z <br />X <br />F C=> <br />0 <br />lit <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering porlions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />(4 <br />W <br />'IT E <br />0 20 8 <br />N, 1� 0 - <br />0 C 0 <br />0 <br />J), 0- V 180 <br />N C) <br />CO 'It <br />0 0- <br />Z <br />IP3 <br />a 9 0 <br />i "Fo ('4 �R 0 <br />W 1` <br />o 2 0) W <br />W U) T . co <br />00 0 . <br />L0 CY) Z < <br />IL <br />LLL <br />< 0� 0 <br />6 0 < 0 <br />Z 0 0 <br />W El 13 <br />M <br />< <br />D Q) <br />+..J Un, <br />M UJ <br />0, <br />co <br />E <br />allL.U, <br />8 <br />C) 10 <br />U) <br /><r <br />C13 <br />ce) <br />Z <br />-J <br />LL. <br />E <br />q- 0 <br />L) <br />55 <br />-0 <br />Z <br />0 <br />0 <br />Z <br />E'.0 <br />C) < <br />�z <br />C14 <br />,0 <br />.0 <br />=3 <br />P <br />-0, <br />I , <br />0, <br />Z , <br />CL) <br />� Z <br />Cl) <br />02 <br />z Z <br />0 <br />W <br />CD <br />co <br />10 <br />, 0 <br />C:) <br />U) <br />0) <br />T <br />CU <br />(D <br />CD <br />co <br />b <br />< <br />CT - - <br />CU <br />C:) <br />U) .2 <br />0*4 <br />00 <br />LO <br />W <br />-0 <br />r-�% <br />cle) <br />0 <br />04 <br />C:) <br />C'4 <br />0) <br />N C:) <br />LO <br />ll� 04 <br />6 <br />E <br />CV) 04 <br />0 <br />co <br />:3 C/) <br />Z <br />E T- <br />co <br />cc <br />a_ <br />E <br />0 0 'a CU <br />0 - _J - < 0 <br />a) <br />-1 <br />JOB <br />NO: 22-09404 <br />SCALE : AS NOTED_ <br />SHEET NO. <br />7 <br />