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GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed Joints. <br />2. Shore filled Ilntels 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• 7132" 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 " O <br />a vertical loci 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 />FORM & GROUT SOLID <br />4 <br />O #5 BAR CONT, <br />8F 12-1 B/1 T <br />O <br />LINTEL DETAIL <br />SCALE = N.T.S. <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />G <br />R = RECESSED <br />QTY. OF #5 <br />A o <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />'d <br />•� <br />4 <br />8 F 16- B/ 1 T <br />'. <br />• . <br />` <br />G . <br />tNOMINAi.QUANTITY OF <br />� <br />a <br />WIDTH #5 REBAR AT <br />e <br />TOP <br />NOMINA <br />o <br />HEIGHT <br />MATERIALS <br />c-ifr p-r-90 t'1tntels - 3500 pal. <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 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 />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5 REBAR ALTERNATE POWERS <br />MIN. (1) REQ'D <br />CL AR STEEL LINTEL <br />M.U. #5 REBAR AT TOP <br />MIN. (1) REQ'D- <br />n �O <br />-#5 REBAR AT <br />BOTTOM OF <br />= - y w <br />EL <br />LINTEL CAVITY <br />w O cn !2 <br />j3 I,- X w <br />BOTTOM <br />REINFORCING <br />PROVIDED IN <br />Z - p ,n <br />LINTEL <br />(VARIES) <br />a Q•o a p i� <br />v~i ui MR_Ln <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 />171 <br />1-1/2" CLEAR <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 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 />]- --STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR <br />SCHEDULE <br />SIMPSON MSTAM36 STRAPS EACH STUD ((1) <br />STRAPS EACH SIDE) CENTERED W/ (13) 10d <br />NAILS & (8) Ya"x1 J" TAPCONS OR TITENS <br />*CENTER OF STRAP @ T/WALL TYP. U.N.O. <br />SEE PLAN <br />I f <br />II <br />TMALL <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y2' EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />8" KNOCKOUT COURSE <br />32" O.C. & 6" FROM EACH END <br />W/ (1) #5 CONT. <br />--, <br />_1 L SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" =1'-0" <br />O <br />8'-0" LL <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />(DMIN. <br />5-8" LL <br />O O <br />13'-0" LL 5'-10" LL <br />E <br />MIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-B <br />SCALE: Ya"=V-O" <br />en <br />N <br />O <br />N <br />Lin <br />N c <br />0 <br />> W <br />01 <br />0 <br />CL o <br />C l0 V N <br />- Co x <br />+% C tL 4 <br />A2 = O <br />N .= N s <br />Q4P N �O <br />3t _T °i X <br />a CP <br />o+ .= <br />o Y <br />u-3a <br />cc <br />io m m .sa <br />d c <br />>c <br />a� <br />AJc <br />f <br />_ F <br />N' <br />�o <br />OCR <br />LQ•� <br />'lf//fi;gj 1111f1I <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 <br />7th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />o M8 <br />N 6 <br />Cq J LL LL LLl ciao <br />z $ rn a 5 <br />cc (I ZZg <br />W.NfO o <br />°' O1 <br />W m w <br />6d <br />z M z LL <br />(kJ <br />Z N O U 5 v5' <br />W pp <br />Z N <br />Z <br />Q <br />- cl <br />rNi <br />N Z <br />U Q <br />O <br />w J <br />E <br />c A <br />Q <br />�Q <br />6 <br />M <br />H � <br />2 <br />z <br />cif <br />J <br />QcEo< <br />a o <br />aLL <br />ze <br />iz <br />N <br />X <br />m0 <br />g5 <br />z� <br />ap <br />w= <br />8� <br />5z <br />50 <br />°z <br />W <br />r 3 <br />Nw <br />a <br />v <br />�O <br />0 <br />= <br />'M <br />cc <br />O <br />d' <br />M <br />co <br />J <br />a. <br />0 m <br />CV <br />O LL <br />ja c0 N <br />Q� <br />N <br />m O <br />LO <br />Q r a <br />r <br />E <br />0 <br />` <br />c <br />E M L N <br />v <br />C <br />c <br />a <br />U Q p <br />JOB <br />NO: 23-00512 <br />SCALE : AS NOTED <br />SHEET NO. <br />7 <br />