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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 <1 •0 <br />Safe vertical oa Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED UNTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />IMENS .0 .0 <br />8F44 1B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />FORM dr GROUT SOLID <br />� J <br />�U <br />0 #5 BAR CONT. <br />8F12-1B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />-Mir. <br />RE <br />I- ilM <br />i <br />RRWM <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16- <br />B/1T <br />Q 2 <br />z <br />tNOMINAL <br />tQUANTITY <br />OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />cT i� precea ntels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <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. 270low relaxation. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#S <br />MIN.. <br />(1)REBAR AT TOP <br />(1) REO'D <br />Ile <br />L AR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />• <br />• e <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />♦ ° <br />• <br />GROUT <br />MIN. (1) REO'D <br />1-1/2"CLEAR <br />a <br />• <br />° <br />a <br />rn y ¢ ^i <br />C.M.U. <br />id N <br />• <br />BOTTOM OF <br />o <br />LINTEL CAVITY <br />O Inn <br />�W w <br />OTTOM <br />o � 0 <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢ c9 <br />ZO a p n <br />¢ •�o' Cf <br />416 <br />REBAR AT BOTTOh <br />7-5/8"ACTUAL <br />' NOMINAL WIDTH <br />(VARIES) <br />v~i ui rr, R O <br />A S INDICATED <br />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 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 cementitiuos costing. 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 />�) n_ <br />4'-6" LL 4'-6" LL <br />E� <br />6-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: Y4"=V-0" <br />� <br />c <br />0 <br />CIA <br />;W Uj <br />C o <br />a <br />G M coK <br />.: 0Lic <br />N CC O i <br />Aft N mom <br />•4 ev ]C <br />-r W m <br />70 a =a <br />1>* ra <br />3 <br />v m <br />7 CA <br />1/r Q <br />C E <br />/0 O <br />a� <br />VVN <br />Cam{, <br />4 <br />J <br />' l,(fif((,�(L�LtL�1tic <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 <br />the 2020 <br />Florida Building Code - <br />Residentlal <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />W <br />C, 8. <br />Q <br />�L,0_P. <br />i aJ► u <br />IDcNc <br />J U. <br />w <br />��u o <br />Z <br />rn a <br />t cc_ <br />W <br />W <br />,a N t0 <br />m <br />LL <br />Z; 0 <br />t4 M d F- <br />Z <br />OU 3 y <br />W <br />z <br />g <br />Z i3S <br />Z � <br />Q ? <br />a h <br />U) <br />N <br />Z <br />c� <br />00 <br />N <br />OLu <br />�N <br />by <br />U <br />Of S <br />a <br />• <br />cli <br />M <br />J <br />u"oo <br />a <br />1g <br />zCIL <br />S ro <br />�& <br />1_ <br />chi � <br />y <br />Q LL <br />z <br />ry <br />yx. <br />_j <br />W� <br />U <br />�o <br />Z <br />�- <br />CD <br />o <br />.2O <br />CD <br />� <br />LO <br />LO <br />Q <br />CD <br />co <br />j <br />r <br />N <br />� <br />T <br />IM <br />LLO <br />r <br />¢I <br />4-0 <br />0 <br />N <br />o <br />O <br />N <br />O <br />Q <br />� <br />r <br />cD <br />z <br />co <br />Z <br />E <br />M <br />d m <br />a <br />o <br />U <br />_j <br />cc <br />Q p <br />JOB <br />NO: <br />22-06474 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />