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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.03-0605.05 and 03-0605.04. <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 veritcal (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 �� . <br />Safe vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />81`441B/1T8F401B/1T 8RF40OB/1T 8F3218/1T <br />® © ® 8 <br />i <br />FORM & GROUT SOLID <br />(V <br />O r W <br />r r V <br />0 J5 BAR CONT. <br />8F12-1 B/1 T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />s <br />I Yt'C UCJIIaIV/HI IUIN <br />#5REBAR <br />IN. <br />ATTOP <br />(1) Ri <br />ALTERNATE POWERS <br />F = FILLED WITH <br />GROUT /U=UNFILLED <br />R RECESSED <br />CL AR <br />STEEL LINTEL <br />n ° <br />QTY. OF #5 <br />6 <br />d <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />= <br />d ` <br />M,U, <br />#5 REBAR AT TOP <br />° <br />W <br />d° d <br />MIN. (1) RECI'D <br />4 <br />1-1/2" CLEAR <br />8F16— B/1T <br />a <br />M <br />a <br />d d <br />G <br />00 <br />0 <br />GROUT <br />D <br />r <br />< <br />^ J O <br />Q <br />QUANTITY OF <br />tNOMINAL.° <br />5 REBAR AT <br />a <br />= D 1-- j <br />° 4 <br />C.M.U. <br />- <br />Q <br />WIDTH #5 REBAR AT <br />< O <br />BOTTOM OF <br />a a) z F <br />w 0 <br />TOP <br />° <br />LINTEL CAVITY <br />w U) <br />NOMINAL <br />-BOTTOM <br />o Er d 01- <br />HEIGHT <br />REINFORCING <br />Z <br />¢ Q d M Zi <br />7-5l8"ACTUAL <br />PROVIDED IN <br />z LL W <br />D D <br />8" NOMINAL WIDTFF <br />LINTEL <br />60 w 30 <br />a p a <br />#5 REBAR AT BOTTO <br />AS INDICATED <br />(VARIES) <br />U) rn oC a <br />° ° <br />MATERIALS-16 <br />GAUGE POWERS <br />cntels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C= 30 psi <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 3!8" aggregate and and 8"" ttslump. 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A61Grade <br />1. Refer to manufacturer's specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. low relaxation. <br />Refer to manufacturer's specifications. <br />132 wire per ASTM <br />7/3 <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. <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 />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 />applying the cementitiuos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4'=V-0r' <br />G <br />y`�1�`���1111111111111/p� <br />0 wN <br />��' <br />NSE <br />' •. <br />Q <br />-^ <br />0, , 1, <br />U ! <br />q <br />• F IL 0•' '� <br />` <br />7/I,��QF E S <br />,Zi <br />ltllNli <br />`"NX <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing <br />pages bearing <br />Engineer's signature and seal. <br />W <br />Q O <br />v (a <br />m <br />O 9 <br />N <p rp'p co <br />CON N � <br />N it <br />J J <br />� N LLLL <br />--r # w W <br />W W C o <br />W o? 6- <br />a ai°c'i: <br />w vi cr <br />Q ago <br />C) c <br />Z .N, <br />2 O <br />m 00 <br />2 <br />Z °) N p< <br />N Q to <br />0 y 2 <br />0 <br />< <br />Z U ❑�0❑ <br />W <br />m <br />z � <br />o <br />m <br />Z n <br />Z <br />J M <br />d N <br />M <br />U) <br />m <br />1W <br />L <br />w o <br />•O <br />C E <br />0. <br />m <br />�N =(10 <br />1w. <br />U <br />w <br />� <br />0 8 <br />= <br />U <br />Q o <br />4m <br />o <br />w <br />co <br />o <br />z <br />U_ <br />zo <br />0o <br />� <br />?o <br />a� <br />44F� <br />Q� <br />E U <br />�� <br />z® <br />❑a <br />Q <br />oa <br />" <br />°< <br />Z <br />O M <br />N <br />a) <br />�z <br />.o <br />aw <br />U4 <br />y <br />(D <br />< Z <br />m O <br />Z � <br />� J <br />i72 <br />N_ <br />d <br />0� <br />g° <br />a Z <br />N <br />W <br />3 <br />U <br />a& <br />r <br />�� <br />-s <br />CDo <br />z <br />}= 3 <br />CIOO CD <br />ui <br />zIQ <br />a <br />U <br />O CN <br />= <br />` <br />> d' <br />J <br />L <br />N <br />cc <br />c� <br />r <br />T <br />O <br />�L <br />U <br />n <br />C" <br />`� <br />TW <br />C <br />V <br />V � <br />TT^ <br />■ r <br />L <br />_I <br />T N <br />T_ <br />r o <br />T <br />U') <br />ui <br />m <br />>. <br />T y CV <br />o <br />z <br />Z <br />E O U) r <br />E <br />m <br />d <br />U � Q p 1 <br />-3 <br />JOB <br />NO: 20-1125 <br />SCALE : AS NOTED <br />SHEET NO. <br />8 <br />M <br />R <br />i <br />