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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. 1-1-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. 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 / • 0 <br />afe vertical load Safe horizontal load \- <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1 B/1 T 8F40 1B/1T 8RF40013/1T 8F321B/1T <br />FORM & GROUT SOLID <br />o -W <br />' J <br />O /5 BAR COW. <br />8F12-1 B/1 T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />SF16- <br />B/1T <br />U <br />Lh <br />r <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />c-i-i p�iTntels = 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. 270 low relaxation. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#S <br />IN. <br />BAR AT TOP <br />(1) REQ'D <br />SEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />= <br />C7 <br />e e <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />= <br />e <br />MIN. (1) REO'D 1-1/2" CLEAR <br />e <br />� <br />Z <br />e <br />e <br />M <br />z <br />° <br />GROUT <br />v <br />C.M.U. <br />U <br />5 REBAR AT <br />~ L.-' <br />• <br />BOTTOM OF <br />W - W - <br />W O <br />LINTEL CAVITY <br />OF t~» <br />o <br />OTTOM <br />o ¢ 0w _ - <br />REINFORCING <br />PROVIDED IN <br />4 ¢ U 2 <br />L- Ci m <br />Q 5 REBAR AT BOTTOM <br />- <br />7-5/8"ACTUAL <br />8" NOMINAL WIDTH <br />LINTEL <br />(VARIES) <br />U <br />y u p 6.'r' v' AS INDICATED <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 I A <br />1. Refer to manufacturer's specifications for installation. (N <br />2. Contractor to provide proper protection of lintel to prevent rusting. C <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 plarddetails for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitluos 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 />4'-6" LL <br />O <br />4'-2" LL <br />O <br />4'-2" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: 14"=V-0" <br />N <br />C.- <br />r0 <br />C- <br />0 <br />t-- <br />V � W <br />a <br />eo -2 C <br />a <br />• N . p N <br />yCo�e a <br />id.-. W y <br />c' E <br />Co a <br />c v <br />b <br />�`,�0�0,�1�1�lltltlt6Pl/¢ <br />wN <br />VIA <br />G3 Oho. <br />4-VX <br />To the best of the Engineers knowledge, information and belief, <br />the stiuctural plans and spedfications 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 />Engineers signature and seal. <br />0) <br />M <br />N Co <br />�; �• <br />N 10 NC4 <br />O q• LL <br />Q c LL <br />LL u- 3 W <br />a <br />0 <br />Z - v a 4 <br />@NO <br />Wm <br />w U')Z <br />CL <br />IL <br />04 <br />= O U 0Ud' N <br />W ❑❑ <br />co <br />V <br />z <br />Z r; <br />rL � <br />Z � <br />CD <br />C1 <br />Qi <br />1rs <br />U <br />_ <br />W <br />N = <br />�OI.- <br />n <br />w <br />z <br />U <br />• <br />c <br />Q Y <br />N � <br />`CO�� <br />W <br />LL <br />=� <br />o0z0 <br />a <br />E OV <br />_0 <br />N <br />F- C� <br />C <br /><U <br />X V <br />a <br />UK <br />DUU <br />z <br />N <br />a0 <br />�=o <br />ao <br />d <br />�z <br />) L <br />(0 <br />�Zz <br />mf <br />'0 <br />z�� <br />� <br />sw <br />�� <br />z <br />o <br />U <br />W <br />WLL <br />z <br />�W <br />CD` <br />F <br />r< o <br />WJ <br />d <br />0 <br />U3 <br />`sO121) <br />2 <br />d' <br />.J <br />LO <br />Q <br />a- <br />^^,, <br />L <br />T <br />co <br />r <br />N <br />CrY <br />T- <br />M <br />m <br />LO <br />T <br /><C <br />+-a <br />N <br />ai <br />N <br />N <br />0) <br />04I <br />T <br />Y <br />� <br />E <br />c <br />.. <br />0 <br />z <br />E co d <br />E r <br />a. <br />U -J Q <br />JOB <br />NO: 22-08313 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />OZ <br />