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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 •O <br />Safe vertical load Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />FORM k GROUT SOLID <br />U <br />O /5 BAR CONT. <br />8F12-1 B/1T <br />0 <br />Y' LINTEL DETAIL <br />SCALE = N.T.S. <br />Kamm <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 />i <br />C7 <br />W <br />UJ <br />8 16- B/ 1 TN <br />o <br />Lb <br />Z <br />tNOMINAL <br />QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />MATERIALS <br />cT-fr pre�iintels = 3500 psi. <br />2. f c 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 />-#SREBAR <br />MIN. <br />CI <br />(1) REO'D <br />CLEAR <br />M.U. <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />GROUT <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />--�{ <br />y to a ¢ <br />C.M.U. <br />5 REBAR AT <br />rn w <br />m Z <br />BOTTOM OF <br />LINTEL CAVITY <br />O N <br />OTTOM <br />tr Ci O i <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢G¢ to <br />¢ a 0 Zi <br />LL O <br />• <br />NDICABARTED OTTC <br />L <br />OTH <br />(VARIES) <br />c~a Ir <br />AS <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 />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 manufacturers 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 8t 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 />UF <br />4,-0 LL <br />E <br />5'-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: Y4'=1'-0" <br />�a <br />cl <br />c- <br />CD <br />c <br />0 <br />C.� <br />o <br />J O C^l <br />l0 C� N <br />_C%mrc <br />CL. <br />N <p O <br />H m o <br />we .+ N <br />as <br />E c <br />Gar 3 w <br />A d m m � <br />c � <br />� o <br />R0N <br />�Lo• <br />'�' <br />ca,�P'C <br />, <br />F LQ <br />OF, ESS10N <br />Its t" <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering potions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />M <br />8 <br />Lo <br />0N� <br />Q= <br />Mo� <br />u �aX3r <br />ZC <br />103 <br />LLg u- <br />0. <br />MC a O <br />IWT. <br />Z <br />MNN o <br />O0 <br />W <br />U3 <br />00 <br />CD � <br />z N <br />z � <br />J <br />- N <br />Z <br />Ur <br />([f <br />'U <br />cn <br />w <br />�L <br />OLa' <br />w <br />C) <br />• <br />Q &3 <br />o <br />_ <br />sp <br />Z <br />CD E <br />cli �(a <br />$3 t <br />tug <br />W� <br />�J <br />c <br />� <br />g�~ <br />Z� <br />ttx� J <br />�b <br />i <br />W�3: <br />O <br />°126 <br />= <br />Lo <br />LO <br />LO <br />FF-- <br />N_ <br />: <br />O <br />cr <br />r <br />m <br />Co <br />LO <br />¢I <br />N <br />CD <br />0) <br />O <br />r <br />N <br />L0 <br />Li <br />E <br />M <br />N <br />v; <br />o <br />z <br />m <br />E T <br />o <br />c <br />a <br />U <br />Q p <br />JOB <br />NO: <br />22-08311 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />