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o- <br />a�i <br />v <br />v <br />_ <br />rn <br />0 <br />n <br />00 <br />rn <br />c <br />a� <br />v <br />2 <br />rn <br />O <br />O <br />J <br />LO <br />00 <br />iu <br />E <br />0 <br />= <br />(n <br />00 <br />0 <br />O <br />M <br />�w <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 L/180. <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 / . 0 <br />Safe vertical load Safe horizontal load _` <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1 B/1T <br />FORM do GROUT SOLID <br />LU <br />i J <br />_�Z� <br />U <br />O i/5 BAR CONT. <br />8F12-1B/1T <br />O <br />V LINTEL DETAIL <br />SCALE = N.T.S. <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F 16- <br />B/1 T <br />Q <br />ro <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#5REBAR .(1)RETTOP <br />MIN. <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° n <br />a � a <br />#5 REBAR AT TOP <br />° ° <br />.M.U. <br />MIN. (1) REQ'D <br />° Q <br />1-1/2" CLEAR <br />Q <br />° <br />° <br />° e G <br />M <br />D <br />Z <br />ZD <br />° ° <br />GROUT <br />5 REBAR AT <br />= U) to w <br />_ <br />4 <br />° <br />BOTTOM OF <br />F- z w <br />O <br />Q <br />LINTEL CAVITY <br />Ld V r~» <br />—BOTTOM <br />o=oOz <br />REINFORCING <br />¢ ¢ C7 ¢ � <br />LL <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z o w aD <br />D <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ _' O C14 <br />of ¢ <br />�, <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />a0 <br />° ° <br />4 <br />MATERIALS <br />c precas 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 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 />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 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 coating. See contractor specifications <br />4'-6" LL 4'-6" LL <br />O O <br />6-10" LL <br />O <br />LINTEL PLANT <br />SCALE: %'=1'-0" I <br />0 r <br />zM <br />O <br />— o <br />Z `O <br />Z <br />Q <br />oZ <br />13 <br />U) z <br />Ln U' <br />LU <br />�o <br />•V — <br />p LU <br />-� ZD <br />o <br />CtS U <br />�� co <br />LU <br />N M <br />M <br />_ di <br />U <br />,-@O <br />o N <br />�"� <br />0 <br />Q rn <br />N 40 <br />av <br />rn ¢ o <br />B D® <br />NN JC <br />N �O <br />fw .Ny <br />v h N <br />v � <br />LU R' N„aoz w z <br />I <br />WUJ Nam, w <br />c c <br />0 <br />O a to mid <br />.w cu o rti <br />U)M m d <br />I Z <br />LLZ <br />W��ti+,64E�,�� o <br />00 <br />G c E <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 2017 Florida Building Code - <br />ResideMial 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENA <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0Z <br />O <br />�Q <br />Z ¢ <br />gF <br />Lu ix <br />UZ00 <br />Lu <br />�w Z <br />"yaagLu <br />w 5 <br />F <br />W <br />L <br />Z Z <br />ro <br />a <br />C <br />3 <br />-0 <br />z <br />o <br />= <br />V <br />Z <br />Lu <br />g <br />U <br />�Tr' <br />^� <br />LL <br />J <br />wg <br />Ou , Z <br />I- <br />FY0Q <br />mo- <br />O a <br />Ij M <br />¢ <br />J <br />z Z< <br />w <br />d' <br />¢az <br />0 <br />z <br />w~Ow,Q <br />g <br />Z <br />W <br />,—I <br />Lli <br /><LuR, <br />= 0 w <br />J <br />r-I <br />W <br />CW <br />G <br />0 <br />0 H H <br />Ln <br />00 <br />Q <br />Q <br />Z <br />LU <br />W Z <br />Z <br />t7u <br />bo <br />o <br />Z <br />a <br />0 <br />00 <br />:5= <br />UJ <br />ZZ <br />T-4 <br />a <br />V) <br />s <br />SCALE : AS NOTED <br />DATE : 7/30/2018 <br />TECH: MJAMES <br />VERSION NO. 4n0 <br />SHEET NO. <br />8.0 <br />