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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 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. Cast4n-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 />Safe vertical Oa Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />© © ® 8 <br />E <br />FORM & GROUT SOLID <br />�X-77 <br />d�d <br />Q <br />� W <br />O " j5 BUR CONT. <br />8F12-1 B/1 T <br />O <br />W" LINTEL DETAIL <br />SCALE = N.T.S. <br />W UT <br />IN <br />ME <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />CITY. OF #5 <br />REBAR @BOTTOM <br />OF LINTEL CAVITY <br />D <br />U16- <br />B/1 T <br />to <br />r <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL. - <br />HEIGHT <br />MATERIALS <br />ci'i' precasfl(ntels = 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 wl <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. 270 low relaxation. <br />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5 REBAR AT TOP <br />IN, (1) REQ'D <br />d ° _1�" <br />CLEAR <br />O <br />d .M.U. <br />e• <br />e e <br />( d • GROUI <br />° 5 REBAR AT <br />• BOTTOM OF <br />LINTEL CAVIT' <br />OTTOM <br />REINFORCING <br />7-5/8"ACTUAL PROVIDED IN <br />'NOMINAL WIDTH LINTEL <br />(VARIES) <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 T <br />MIN. (1) REQ'DOP 1-1/2"CLEAR <br />11 --{{ <br />rn a c C.M.U. <br />2�V)� <br />0,U) J <br />LL_ L Ln <br />q5 REBAR AT B( <br />,6 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 manufacturer's 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 cementiliuos 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 />C <br />5'-4 <br />F <br />3'-8" LL <br />O <br />8'-8" LL <br />MIN. O <br />17'-4" LL <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />O <br />9'-0" LL <br />LINTEL PLAN <br />SCALE: Y4"=1'-O" <br />a+r! <br />N <br />ca <br />N <br />c <br />0 <br />N <br />-o <br />O <br />� <br />0 <br />-ra <br />ry o <br />V) !V <br />N � G <br />Q ✓ CV <br />3 °) <br />E <br />CD <br />io y m <br />N <br />G E: <br />o <br />� U <br />C <br />N <br />0 <br />fV <br />O <br />L =. <br />V. <br />a`t+:iftatlt°` <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 />fA <br />I- <br />1() N <br />o Cq g <br />J <br />U. <br />LL <br />NNo ` a w <br />M <br />a <br />aic)v w ° <br />q LL G Y ij <br />LL Y <br />_ <br />2 (04 0 o <br />2Nrn m <br />W <br />iR�a' G Z <br />L <br />Ci w_ <br />N Z N <br />0 <br />7" <br />O r <br />W <br />N <br />Z <br />Z <br />< <br />rz � <br />Co <br />"U <br />0 <br />LU <br />Ln <br />U <br />Q <br />Q' <br />s <br />o <br />r< <br />_jg E <br />s� <br />Q <br />o <br />U <br />=o <br />oa <br />0 <br />o r <br />g ` <br />U <br />Z <br />t <br />N <br />�+g <br />son <br />� Z <br />3i 8 <br />4� <br />Z(1) <br />U <br />W <br />az <br />MI5 <br />ala <br />t <br />0. <br />�C:) <br />J <br />Is <br />ca <br />L.. <br />T <br />Co LOT <br />^ <br />N <br />g <br />N <br />Q <br />Cr <br />2 <br />J <br />CN <br />m <br />O <br />LO <br />♦, <br />LL <br />CU N <br />O <br />Itt N <br />E <br />IT-,z <br />Z <br />E T- <br />E <br />'^ <br />m <br />m <br />c <br />a <br />8 s <br />JOB <br />NO: <br />23-03653 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />