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I <br />1 <br />i <br />a <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 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 veritcai (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 / i • O <br />Safe vertical load Safe horizontal load `< I <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />:OIL. . <br />8F8-1B/1T 81`8-013/1T 8RF6-0I3/1T �. <br />AO © ©0 <br />0O <br />8RF14-1B/1T 8RF14-OB/1T 8F16-08/1T 8F16-1B/1T <br />:f. :i'. © 00 o o <br />8F20-0B/1 T <br />817441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />FORM & GROUT SOLID <br />Q <br />O J <br />U <br />O #5 BAR CONT. <br />8F12-16/1T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />N <br />on <br />0 01 <br />. <br />ONE" <br />In <br />0 <br />6 <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 />w <br />8F 16 B/1 T <br />U Q <br />Qz <br />Z <br />NOMINALi L QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />ci—f precasTfihtels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" 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. 270low relaxation. <br />7/32 wire, per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />8'-8" LL <br />O <br />4'-6" LL <br />O <br />6'-0" LL <br />#5R <br />MIN.. <br />AT TOP <br />(1)(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° d <br />Q O <br />e <br />a <br />G <br />.M.U. <br />#5 REBAR AT TOP <br />A s n <br />MIN. (1) REQ'D ° <',j 1-1/2" CLEAR <br />a <br />GROUT <br />J <br />4'-6" LL <br />a <br />d A <br />d a <br />° <br />�o <br />cn i- a ° Q C.M.U. <br />O <br />5 REBAR AT <br />= n w <br />a O <br />BOTTOM OF <br />a 0)a m - <br />o <br />'*—BOTTOM <br />LINTEL CAVITY <br />o W� X w \ <br />1'� <br />4'-0"LL <br />�.UOZ <br />REINFORCING <br />¢ a c7 � _ <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />z 'i um, 7 p <br />¢ -- m 5 REBAR AT BOTTOM <br />C° �, AS INDICATED <br />'NOMINAL WIDTH <br />(VARIES) <br />U) N � d <br />�1 <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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 />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 />O <br />6-8" LL <br />O MIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-B <br />SCALE: Y4"=1'-O" <br />O <br />N . :7 <br />N <br />d t� 'D <br />0,0 <br />oW <br />ii111liRlidd'F;p��� <br />N <br />\40' C <br />e <br />O" <br />l!!ttl1�1 4� <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 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 />n <br />W E r <br />QQ M8 NrYk <br />O N U_ <br />LL <br />an <br />0 w <br />N rnr,� wa <br />QNMV Va7-Y <br />a�0 <br />Z r6cm� 0 <br />0 <br />0 <br />lig@Nco 0� O J <br />��°j6' ¢a <br />_ ° a <br />Z N MZJ=<n O <br />LMLW <br />IL <U U <br />0 con <br />Z ❑�❑ <br />C7 � <br />Z N M <br />o i? <br />Z <br />Z o <br />Q <br />N <br />r) <br />� Z <br />c <br />0 <br />0 <br />4-)[n LL <br />w R <br />U <br />Ln C N <br />,w <br />_N - <br />(� ai <br />w � <br />l0 <br />L <br />vl <br />z <br />Qj <br />O N <br />Q N <br />0 <br />�Q <br />m <br />�t <br />C <br />CID <br />�W <br />Cy:) <br />z <br />o <br />Q <br />LL_ <br />CL E <br />E <br />Z O <br />w0 <br />z <br />� <br />y N <br />Q V <br />z® <br />o a <br />1— rD <br />CL <br />X a <br />a <br />o OU <br />0¢ <br />0 <br />C:) <br />N <br />i <br /><= <br />Q <br />¢ <br />w= <br />W <br />fD <br />(n C <br />^ <br />Z <br />Y <br />U <br />hO <br />m p <br />ZZ <br />Z <br />cn � <br /><� <br />QW <br />�Z <br />L1 <br />o� <br />dz <br />yr <br />rzg <br />yw- <br />=F <br />o <br />J <br />CC) <br />alo <br />Ov <br />zl�¢ <br />3 <br />00 <br />= <br />N c <br />rr <br />C) <br />m <br />0 <br />L- <br />CV <br />co It <br />r <br />_ <br />T <br />Cr <br />_ <br />d. <br />0 <br />4-0 <br />O <br />N <br />� <br />o <br />r <br />Q N <br />T <br />ui <br />E <br />� <br />M <br />N <br />.. <br />d <br />z <br />Z <br />� u; <br />E T C <br />T <br />a <br />E d? <br />U � io <br />q p <br />C <br />3 <br />JOB <br />NO: 22-02362 <br />SCALE : AS NOTED <br />SHEET NO. <br />7 <br />