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00 <br />00 <br />tz <br />00 <br />0 <br />x <br />CD <br />r7 <br />cOV <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 L1360 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 <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T <br />FORM do GROUT SOLID <br />(V Q <br />o �W <br />�U <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />N) <br />4'-0" LL <br />"V" LINTEL DETAIL <br />OC <br />SCALE =N.T.S. <br />r <br />i111111 <br />EI <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />i <br />J <br />w <br />F 16- B/ 1 T <br />U <br />Q <br />J <br />Z <br />6 <br />�o <br />r <br />tNOMINAL, QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />0 <br />HEIGHT <br />#S (1)REBAR AT TOP ALTERNATE POWERS <br />MIN..(1) REQ'D <br />1/2 STEEL LINTEL <br />CLEAR <br />O <br />° ° d <br />d ° .M.U. #5 REBAR AT TOP <br />a° d MIN. (1)REQ'D ° 4 1-1/2"CLEAR <br />° <br />d <br />d <br />d <br />° <br />GROUT <br />h J � <br />d <br />5 REBAR AT <br />(n S w <br />xNtn Lu <br />° O <br />BOTTOM OF <br />a U)z <br />O 0, <br />LINTEL CAVITY <br />to <br />0 U <br />—BOTTOM <br />O Lu Ci O z <br />REINFORCING <br />PROVIDED IN <br />¢ ¢ 0^ <br />p 6 w <br />7-5/8"ACTUAL <br />40MINAL WIDTH <br />LINTEL <br />Z <br />¢ _' Ci N <br />(VARIES) <br />U) � ¢ a `✓ <br />MATERIALS <br />c precast lintels = 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 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 cementibuos coating. See contractor specifications <br />5'-10" LL <br />O <br />5'-4" LL <br />O <br />LINTEL PLANT <br />SCALE: %4'=1'-0"1 <br />(D <br />0 <br />o <br />z�z <br />4 <br />J <br />a- <br />`� z <br />to (D <br />w <br />�o <br />DU — <br />OW <br />Ln 0�� <br />E <br />ru U <br />_o 0 <br />m 04 <br />W <br />N cM <br />S <br />/ 1 <br />p .o 0 <br />- U_ co <br />ll <br />�o <br />�0-o <br />rn <br />F.c <br />rn ¢ o <br />iff D® <br />N <br />&3 = Z <br />LU <br />Z W M N p�,p:Z z <br />r0 O <br />J3 G71 Gi+ <br />W_ - a <br />> ri} oW. <br />.= z <br />W V <br />o 0Z <br />f� <br />UW1 <br />a �7'- ��•� J r 'j�� F <br />"WWJk, NG. <br />.1 OFES <br />. <br />4 <br />f Ftt pE It <br />GtE4�t� <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 />Residenfial 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />OZ <br />za <br />f¢ <br />F <br />wZi Q. <br />ZOO <br />ZOwnrx <br />�aLuz <br />LY J <br />aw0co <br />Onno <br />w <br />U N <br />O r�i O <br />L <br />ZZ <br />Z <br />nrl <br />Z <br />Z <br />C <br />\�� <br />F <br />Z <br />O <br />"a <br />J <br />j <br />= <br />W <br />o0Z <br />aU <br />L <br />X m a <br />/ <br />w <br />O <br />J <br />T-7 <br />J <br />J <br />Z Z Q <br />¢ <br />¢awn <br />f <br />otpu-0 <br />Z <br />Z <br />Z <br />w�0 <br />& 8- � <br />J <br />rl <br />tJ.l <br />Z <br />� <br />z <br />¢ww <br />� Y <br />g i5 <br />LU <br />nz <br />Z <br />�ZS <br />� <br />Cal <br />O <br />LU <br />_ <br />z <br />¢� <br />rn <br />'-4 <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 4/11 /2018 <br />TECH: M)AMES <br />VERSION No' 10 <br />SHEET NO. <br />8.0 <br />