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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 / . 0 <br />Safe vertical load Safe horizontal load \- <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />,';Ili: ,'ji: <br />�.' 0 0 <br />0 0 0 o <br />8F8-1B/1T 8F8-0B/1T 8RF6-03/1T ;'� ;" <br />ACY © © O O O" O <br />8RF14-1B/1T 8RF14-0B/1T <br />o <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1 B/1T <br />O O <br />O O <br />8F16-0B/1T <br />8F16-1B/1T <br />T) <br />© <br />O <br />8F20-OBl1 T <br />2 <br />FORM & GROUT SOLID <br />o �W <br />o #5 BAR CONT. <br />8F1 L2/`--11/�JB/1T <br />V <br />T" LINTEL DETAIL <br />SCALE = N.T.S. <br />1 <br />P <br />i <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F 16- <br />B/1 T <br />U <br />¢ <br />tNOMINAL, <br />tQUANTITY OF <br />T' <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cif pr�intels = 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 = 4900 psi. <br />6. Rebar per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#S EBAR IN. <br />MIN. <br />AT TOP <br />(1) REQ'D <br />CL/211 <br />EAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />i° <br />d O d <br />4 a <br />.M.U. <br />#5 REBAR AT TOP <br />d° ° <br />a <br />GROUT <br />MIN. (1) REQ'D <br />° Q <br />o <br />_ <br />D <br />1-1/2" CLEAR <br />o <br />d <br />a <br />d <br />n O <br />Q L, <br />cn < <br />C.M.U. <br />d <br />5 REBAR AT <br />= - rn w <br />Q <br />O <br />BOTTOM OF <br />cn <br />oLu <br />LINTEL CAVITY <br />M v o <br />Lu xO <br />\ 4 o <br />-BOTTOM <br />o it ci Z <br />REINFORCING <br />X ¢ 0 6 9 <br />7-518"ACTUAL <br />PROVIDED IN <br />LINTEL <br />°z w <br />¢ _' Ci cNo <br />Lu <br />D D <br />�o �, �° <br />5 REBAR AT BOTTC <br />AS INDICATED <br />'NOMINAL WIDTH <br />(VARIES) <br />U) v� a <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 />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 manufacturer's 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 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 />CD <br />cV <br />N <br />O 0 <br />4'-6" LL 4'-6" LL <br />O <br />5-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: Y4"=V-0" <br />0 <br />N <br />cfl <br />t•;arr <br />"r` F". CCL JJJ <br />w�ti <br />" <br />r P E78750 <br />• No <br />r <br />CC <br />ti <br />ATE— <br />OF <br />JJi ' • ( 0 R' <br />�Q1,tee <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />F <br />a <br />CD <br />n <br />o E 00 <br />o m co n �t <br />N <br />I, <br />N N 6) C J <br />ei <br />Vi r r a J w <br />a <br />m V u- a Y <br />L <br />I^ <br />V <br />J LL u_ C <br />o <br />Z <br />_ <br />O <br />N m 00. 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