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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. 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 AC1530 <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 vertcal (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 <1 .0 <br />a e vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />.:V. :- :• <br />o o 0 0 ° ° <br />8F8-1B/1T 8F8-0B/1T 8RF6-OB/1T ; <br />O © © O O O• O ,�� •• <br />0 0 0 o <br />8RF14-1B/1T 8RF14-OB/1T 8F16-0B/1T 8F16-1B/1T <br />M-A= M &;;" (M (F) g 0 0 <br />8F44 1B/1T8F40 1B/1T 8RF40OB/1T 81`321B/1T <br />FORM a GROUT SOLID <br />o <br />� J <br />�U <br />O #5 BAR COW. <br />8F12-1 B/1 T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />0 E <br />1 <br />WE <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 <br />a <br />Z <br />= <br />z <br />tNOMINAI, <br />QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL. <br />° <br />HEIGHT <br />MATERIALS <br />c pT rei ca-s fntels = 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. 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 />#5REBAR .(1)RETTOP <br />MIN. <br />i) Q'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />a <br />d <br />qg.M,U, <br />#5 REBAR AT TOP <br />a� a <br />GROUT <br />MIN. (1) REQ'D < 1-1/2" CLEAR <br />A <br />G <br />n J Ix L <br />Ix� < C.M.U. <br />• <br />-#5 REBAR <br />BOTTOM OF <br />W - <br />LINTEL CAVITY <br />v o r <br />-BOTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢¢MOXZ <br />Q ¢ k7 <br />ZRZ LL Q ; p 1 <br />F d ` REBAR AT BOTTON <br />-5/8"ACTUAL <br />3MINAL WIDTH <br />(VARIES) <br />` <br />m ui ' i 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 <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/detalis 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 a@ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />O <br />9'-0" LL <br />O <br />8'-8" LL <br />O MIN. <br />17'-4" LL <br />'LL <br />O <br />3'-8" LL <br />LINTEL PLAN - ELEV-A <br />SCALE: Y4'=1'-O" <br />C) <br />t ' <br />O (. . <br />N .. <br />T <br />NCD4� <br />Q <br />i) <br />C+ O <br />_, <br />cL .�`•. L1J <br />VVN <br />s V " " : N <br />" <br />5. <br />F L off..; <br />ttFtlNllf�1ti11 <br />To the best of the Engineers knowledge, informallon 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 />Engineers signature and seal. <br />OO <br />n <br />� <br />o A g g n - <br />N 6 tT LL <br />:? <br />� 'S in °°°o at " <br />uj a <br />fA N kin v ot <br />i2 <br />�yLLWJ <br />LL LL a W <br />0io <br />�Se <br />Z t0cm� 03 <br />g °fl' O <br />a <br />Z <br />N clZ il�¢y0 <br />Zp U c> v�i <br />W ❑ ❑ ❑ <br />0 g? <br />Z gQN .- <br />Z i?S <br />Z ti <br />Q <br />a <br />Z � <br />(D <br />(� W <br />U � <br />O W N <br />V) <br />L <br />_ <br />Q <br />M <br />M <br />ZZ <br />W <br />Ir■ <br />LL <br />E � <br />o <br />o <br />3� <br />z <br />>s <br />ap <br />Oa <br />Z <br />-E <br />�� <br />�o <br />f Z <br />a <br />N � <br />L <br />< O <br />¢w <br />m o <br />Z <br />. � <br />CO� <br />InJ J <br />;b <br />o <br />im <br />� <br />U <br />U <br />W <br />UT <br />W <br />� <br />& <br />�W <br />2 k <br />~ie <br />.ten <br />H W <br />0 _ <br />0 <br />0O <br />= <br />�LO <br />B <br />c� <br />Co <br />a. <br />U m <br />Ito <br />4-1 <br />N <br />LO <br />W <br />d' N <br />Z <br />Z <br />a <br />E f d <br />c -0c <br />U � ¢ 0 <br />io <br />JOB <br />NO: 22-02364 <br />SCALE : AS NOTED <br />SHEET NO. <br />7 <br />