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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 Ull80. <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 <br />afe vertical load + Safe horizontal load \� <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F8-1B/1T 8178-013/1T 8RF6-0B/1T <br />AO © © O O O• O <br />ul- <br />.0 O <br />8RF14-1B/1T8RF14-0B11T 8F16-0B/1T <br />Q © O <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T <br />® © ® CN <br />FORM & GROUT SOLID <br />CV Q <br />W <br />O O <br />O 15 BAR CONT. <br />8F12-1 B/1 T <br />8F16-1 B/1T <br />O O <br />8F20-013/1 <br />T <br />'Y <br />LINTEL DETAIL <br />SCALE = N.T.S. <br />MIN <br />on <br />E <br />III <br />ICI <br />1 <br />TYPE DESIGNATION <br />#5REBAR <br />MIN. <br />ATTOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />F = FILLED WITH <br />GROUT /U=UNFILLED <br />= <br />R RECESSED <br />CLEAR <br />STEEL LINTEL <br />a ° <br />QTY. OF #5 <br />O <br />d ° <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />G ° <br />p�.U, <br />95REBARATTOP <br />`` <br />'uu6F <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />16- B/1 T <br />Q <br />z <br />0 <br />° <br />W <br />,'n <br />Z <br />d d <br />G ° <br />GROUT <br />' <br />tNOMINA L QUANTITY OF <br />d <br />5 REBAR AT <br />m ~ ¢ <br />= V) Lu <br />C.M.U. <br />WIDTH #5 REBAR AT <br />° <br />BOTTOM OF <br />a N ui <br />w 0 W, <br />TOP <br />LINTEL CAVITY <br />w co <br />NOMINAL <br />o <br />-BOTTOM <br />o ci o <br />HEIGHT <br />REINFORCING <br />¢ ¢ c7 <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z L'-- 6 w ^n <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ _' C3 3 g <br />5 REBAR AT BOTTC <br />(VARIES) <br />~n <br />cLn ¢ a <br />7 <br />ASINDICATED <br />MATERIALS <br />c� precast rintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM Cgat a = 3" to psi slump. <br />4. maximum 318" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />---16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />ONLY IF NOTED ON LINTEL PLAN <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 />7132 wire per ASTM A510. <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 />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR <br />SIMPSON MSTAM36 STRAPS EACH STUD ((1) <br />STRAPS EACH SIDE) CENTERED W/ (13) 10d <br />NAILS & (8) Y4"x1 a' TAPCONS OR TITENS <br />'CENTER OF STRAP @ TM/ALL TYP. U.N.O. <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 />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE PLAN <br />T/WALL <br />fl-8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />1 WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = 1'-0" <br />O 0 <br />5'-10" LL 13'-0" LL <br />O <br />8'-0" LL <br />O <br />4'-6" LL <br />(D <br />4'-6" LL <br />DMIN. <br />5'-8" LL <br />MIN.E <br />1 T-4" LL <br />LINTEL PLAN - ELEV-B <br />SCALE: Y4'=V-0" <br />t <br />cad , <br />00 <br />®s <br />W <br />CL <br />fII v c�.L <br />H C' L1y C- <br />cu <br />E <br />CU <br />°c CUsa <br />. ciCID <br />.� Z, <br />�E <br />a� <br />gqy 99° <br />Q�.GJp/rj/�p( <br />`�C`t��ml�YiRQ`6/g�'A <br />d..� <br />« <br />Ile V <br />p 0 . <br />VIQ <br />V <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 <br />Florida Building Code - <br />Residential 7th Edition. 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