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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 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 verttcal (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 />Sae vertical load + Safe horizontal load `- <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />�. .f • •� • ; • ; FORM do GROUT SOLID <br />O ♦•O O •O O O s. <br />FT] <br />i X r <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T V, "'y p N W <br />AO ® ©0 O O• O <br />'� • 8R 14-16/1T 8RF14-0B/1T 8F16-0B/11T 8F16-1B/10T O #5 BAR CONT. <br />*• O O <br />8F20-013/1 T <br />® "V" LINTEL DETAIL <br />. -. .. . -. .. I=17 Imo' + . r4---A-SCALE = N.T.S. <br />NEW E 0 0 <br />F <br />no <br />€ E00 0no <br />I € <br />TYPE DESIGNATION <br />#5 REBAR <br />AT TOP <br />F = FILLED WITH <br />MIN. <br />(1) REQ'D <br />GROUT / U = UNFILLED <br />-112" <br />G ° <br />R = RECESSED <br />CLEAR <br />QTY. OF #5 <br />° ° <br />REBAR @BOTTOM <br />° <br />OF LINTEL CAVITY <br />F_ <br />Q <br />w <br />°° ° <br />8 F 16- B/ 1 T <br />a <br />z <br />° <br />z <br />ED <br />° <br />GROUT <br />tNOMINAI, QUANTITY OF <br />5 REBAR AT <br />WIDTH #5 REBAR AT <br />° <br />BOTTOM OF <br />TOP <br />LINTEL CAVIT <br />NOMINAL- <br />o <br />-BOTTOM <br />HEIGHT <br />REINFORCING <br />7-5/8"ACTUAL <br />PROVIDED IN <br />8" NOMINAL WIDTH <br />LINTEL <br />(VARIES) <br />MATERIALS <br />cTf' precaWrintels = 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. Rebar 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 />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'DLZ� 1-1/2" CLEAR <br />—-STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR <br />- <br />SCHEDULE <br />SIMPSON MSTAM36 STRAPS EACH STUD ((1) <br />STRAPS EACH SIDE) CENTERED W/ (13) 10d <br />NAILS & (8) Y"x1 J" TAPCONS OR TITENS <br />*CENTER OF STRAP @ T/WALL TYP, U.N.O. <br />oL SEE PLAN <br />T/VVALL <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />- <br />8" KNOCKOUT COURSE <br />32" O.C. & 6" FROM EACH END- <br />- <br />W/ (1) #5 CONT. <br />-SEE PLAN FOR FILLED CELL <br />SPACING <br />E <br />WALL SPLICE DETAIL 8'-0"LL <br />REVISED: 11/04/19 SCALE: 1" = V-0" <br />(D <br />4'-6" LL <br />n <br />J <br />� U) W <br />° `� <br />oW°`�W <br />C.M.U. <br />E <br />O <br />4'-6" LL <br />0ccCJOZ <br />Z <br />Qad <br />Zu Owin <br />Q : O 3r. C <br />80 <br />#5 REBAR AT BOTTOM <br />= d V <br />AS INDICATED <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 manufacturers 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 cementitiuos coating. See contractor specifications <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 />B <br />MIN. <br />5'-8" LL <br />O O <br />13'-0" LL 5'-10" LL <br />E <br />MIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-A <br />SCALE: Y4"=1'-O" <br />c <br />c <br />e■7 <br />R+rll <br />O <br />tV <br />o <br />}� <br />ar -a <br />> W <br />ci � o <br />fla„ <br />N <br />rn ra o <br />%n d N <br />N o <br />Q N N Y <br />m <br />3 as <br />N b <br />°C 3 <br />io <br />y y .n <br />� U N <br />N Ci b <br />_E <br />�o <br />a� <br />C"> <br />0 <br />N <br />co <br />N <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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