Laserfiche WebLink
rn <br />L. <br />m <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 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 />g. 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 <1 .0 <br />a e vertical oa Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />8F44 1 B/1 T 8F401 B/1 T 8RF40 OB/1T 8F321 B11T <br />® © QIRI) <br />FORM dt GROUT SOLID <br />Q N Q <br />J <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />° <br />-� E E <br />r E C <br />E C C <br />E CC CC <br />. . . . . . <br />O C1 O <br />E E <br />E o <br />C - <br />C <br />- � <br />f <br />c <br />E <br />e <br />E <br />� <br />� <br />E <br />"• <br />= t <br />. . <br />O <br />' • <br />i i= <br />•�q�Cp <br />■ ■ <br />. . <br />Ica <br />i <br />� <br />�� <br />� <br />. . <br />. . <br />. . <br />�I <br />U <br />� <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />r- <br />8F 16- <br />B/1 T <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cT-P prec s lintels = 3500 psi. <br />2. fc prestressed finials = 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 />#S REBARAT <br />IN. <br />TOP <br />(1) REO'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° d <br />° <br />d d <br />° ° <br />.M.U. <br />#5 REBAR AT TOP <br />44 d <br />° <br />MIN. (1) REaD Q <br />D <br />1-1/2" CLEAR <br />d <br />d°° <br />GROUT <br />J 0 Q L <br />rn y <br />C.M.U. <br />d <br />5 REBAR AT <br />= - rn w <br />° <br />o <br />BOTTOM OF <br />LINTEL CAVITY <br />�- t%i Z W - <br />W <br />-BOTTOM <br />O ¢ U � v <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />LL U ^-J <br />D Z� - a <br />¢ r� D 1 <br />REBAR AT BOTTOh <br />7.5/8"ACTUAL <br />NOMINAL WIDTH <br />V~i a ¢ i° �o L,, <br />AS INDICATED <br />(VARIES) <br />o <br />d <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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 />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/detalls 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 />O O O <br />6'-10" LL 6'-8" LL 6'-10" LL <br />S <br />5'-10" LL <br />O <br />6'-2" LL <br />LINTEL PLAN - ELEV-B <br />SCALE: V4'=1'-0" <br />O <br />0 <br />Z g <br />Z <br />Z <br />J <br />¢® <br />Cl— <br />U) Z <br />t) Ur <br />CZ <br />om�. r/I�� <br />+_j w <br />(Dra_( <br />V r� <br />LU <br />D_*0 <br />5 <br />I- <br />a= <br />_� <br />W <br />51 <br />m <br />a 1 M tM <br />C f7 <br />0 � N <br />S <br />Qrn <br />m� <br />o` -C Ci <br />E D. <br />".�� <br />i <br />•JIP <br />b <br />N_ O <br />O ,N. <br />W <br />ZOa�c'a 3o7d <br />LLV <br />t <br />1 <br />�_. <br />��.� <br />19' Al <br />Co <br />r <br />•'....... <br />• • •' ; <br />Ap0FESS�Q <br />��: <br />` <br />O!'rftt(cs(�t1�� <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 />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 />L E N NAR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />1O <br />R <br />W <br />ZQ <br />CU Z O U <br />ZZ..�OyQ <br />2W Z <br />Oy !H J <br />I Y R Egz- <br />UMLER <br />Z <br />^ <br />CL <br />Z <br />M <br />' <br />M <br />V <br />CL <br />J <br />O <br />j <br />U <br />N <br />M <br />z <br />o <br />ign <br />Q <br />Q <br />Z <br />M <br />00 <br />V` 4 <br />on�C <br />J <br />rLn-1 <br />LNn <br />¢ <br />z <br />• <br />0 <br />N <br />Z8 <br />r, <br />T-4 <br />0. <br />N <br />o <br />SCALE : AS NOTED <br />DATE : 4/5/2019 <br />TECH: ]BERCHAL <br />VERSION NO" 42 <br />SHEET NO. <br />8 <br />