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i <br />J <br />rf") <br />aL> <br />�v <br />c <br />M <br />O <br />Z. <br />ILO <br />CID <br />L0 <br />0 <br />I <br />N <br />Q <br />L <br />N <br />s <br />O <br />J <br />to <br />a <br />I <br />N <br />-v <br />v <br />rn <br />3 <br />N <br />N <br />v <br />a <br />FE <br />N <br />E <br />S <br />L <br />C <br />C <br />J <br />y <br />N <br />L <br />v <br />c <br />U <br />i <br />O <br />U <br />11 <br />N <br />N <br />N <br />v <br />0 <br />U <br />J <br />N <br />CD <br />N <br />0 <br />a <br />0 <br />a <br />N <br />0 <br />0 <br />3 <br />0 <br />m <br />0 <br />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 11180. <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 �� . O <br />Safe vertical load Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />Ell <br />8F441B/1T8F401B/1T 8RF400B/iT 8F321B/1T <br />® © ® S <br />FORM & GROUT SOLID <br />�. <br />- •:iX77N Q <br />b J <br />�0 <br />0 /5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />VLINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />f <br />I <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8 F 16— <br />B/ 1 T <br />U <br />a <br />tNOMINAL. <br />L QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />c precast mtels = 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 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 />7132 wire per ASTM A510. <br />& Mortar per ASTM C270 type M or S. <br />#S EBAR .(1)RETTOP <br />MIN. <br />(1) Q'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />e <br />a O a <br />#5REBAR ATTOP <br />a <br />4 <br />.M.U. <br />MIN. (1) Rl <br />1-1/2" CLEAR <br />w <br />V C A <br />4 <br />z <br />GROUT <br />D <br />to <br />, <br />n <br />y N < <br />Q <br />A <br />5 REBAR AT <br />= U)m w <br />O <br />BOTTOM OF <br />a rn r <br />0- Lu <br />4 - <br />o 01* <br />LINTEL CAVITY <br />wo v rn <br />Lu <br />` <br />-BOTTOM <br />❑ it O O z <br />REINFORCING <br />¢ d C7 0� _J <br />LL w <br />— <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z d i^n <br />D D <br />8" NOMINAL WIDTH <br />LINTEL <br />a =' b 3:cNo <br />� o a IL <br />i #5 REBAR AT BOTTC <br />�o A, �p AS INDICATED <br />(VARIES) <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 manufacturer's 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 />4'-0" LL <br />O <br />5'-10" LL <br />O <br />5'-4" LL <br />O <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=l'-0" <br />f ,` >. <br />e`er\ ... 414 <br />rill <br />UA <br />�. <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 the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />v � rn <br />N ppv co <br />ci MmnNm LL'LL <br />I'� <br />�LLc u__Jnw.a <br />6'-' W VJ W <br />° a_ Xo <br />c)�°§ <br />Z �rnO1 <br />m (1) o_ w O <br />m <br />WmorN� m� <br />9 0 �oa 3 M� <br />a' � y 2 <br />IL <br />a QMZ <br />N U <br />Z d� C7L7CJC7 <br />W <br />M N <br />M <br />Z N O <br />CD_ (o <br />Z o <br />Q v <br />J M <br />IZ <br />M <br />Z � <br />c� a <br />V ll <br />1W <br />r Cn Y <br />U w � <br />U o Q <br />'l�+ <br />Ow F <br />N E <br />�N a <br />o <br />r— <br />U M <br />w rn <br />,— m E <br />o g <br />o�w. <br />I <br />= <br />z <br />U o <br />�[ o <br />o <br />O <br />GD <br />w <br />M <br />M <br />z <br />O <br />Z <br />� <br />ZO <br />zN <br />Q O <br />Co <br />wo <br />0' <br />z® <br />oa <br />00 <br />— <br />O E <br />O ¢ <br />p <br />O <br />O <br />aZ <br />Z <br />N <br />� <br />�o <br />o <br />¢ <br />�Z <br />L <br />(6 <br />(� C <br />O <br />O� <br />Z <br />C <br />ZU <br />to <br />a`�'i <br />F <br />° <br />o <br />Z Z <br />5 0 <br />a <br />W <br />0_� <br />c� 3 <br />0 <br />w <br />�G <br />J <br />o <br />aLL <br />�� <br />=� <br />�0 <br />;o <br />Cfl <br />V' <br />zla <br />a f <br />0 3 <br />NM <br />= <br />>M <br />N <br />iT <br />f6 <br />M <br />n1 <br />W <br />> <br />r <br />r( <br />M <br />.-. <br />1 , <br />C <br />Ilia <br />/I Co cc <br />T <br />2 <br />T <br />O <br />N <br />T <br />ni <br />2 M <br />M <br />o <br />Z <br />ICU <br />z <br />:3 <br />E O <br />@ <br />a <br />E o <br />v _J ¢ o <br />c <br />JOB <br />NO: 20-0565 <br />SCALE : AS NOTED <br />SHEET NO, <br />8 <br />