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v <br />'s <br />CV <br />M <br />0 <br />0 <br />r <br />L2 <br />ED <br />00 <br />W <br />CD <br />E <br />0 <br />x <br />N <br />L� <br />00 <br />N <br />O <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. 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 should be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load �1 0 <br />Safe vertical load <br />Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS; CASTE—CRETE, QUALITY, LOTTS <br />817441B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T <br />i <br />FORM & GROUT SOLID <br />T i <br />7777 <br />CV Q <br />O W <br />� J <br />O #5 BAR CONT. <br />8F12-1B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />ISO <br />i <br />11 lllllill� I Jill III <br />1, Ili <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 />(= <br />J <br />w <br />6 F 16- B/ 1 T <br />F <br />Q <br />J <br />W <br />6 <br />0 <br />Z <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINA <br />0 <br />HEIGHT <br />MATERIALS <br />cTf 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. Rebar per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7132 wire per ASTM A510, <br />8. Mortar per ASTM C270 type M or S. <br />#5 (1)REBAR AT TOP ALTERNATE POWERS <br />MIN..(1) REQ'D <br />1/2 STEEL LINTEL <br />CLEAR <br />O <br />G ° d <br />#5 REBAR AT TOP <br />a ° c MIN. (1) RJ Q 1-112" CLEAR <br />° <br />a e e <br />d <br />D <br />° <br />GROUT <br />5 REBAR AT <br />= - O w <br />C.M.U. <br />Q - <br />° O <br />BOTTOM OF <br />IL rii <br />w 0 <br />LINTEL CAVITY <br />w00 yr <br />1 \ \ <br />OTTOM <br />0 R 0 00 F- <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />cr i a c7 cola� 9 <br />Z- o w i <br />¢ -' b 3 w <br />D D <br />#5 REBAR AT B( <br />7-5/8"ACTUAL <br />40MINAL WIDTH <br />(VARIES) <br />((n , X a D <br />1�1 o L, <o <br />AS INDICATED <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 cern iuos coating. See contractor specifications <br />O <br />4'-0" LL <br />O <br />5'-4" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />L� <br />o <br />o <br />Z <br />Z <br />Q <br />J <br />U) zCZV) <br />CD <br />w <br />JIM® <br />�U — <br />0 w <br />T <br />o <br />(� U <br />Cl) <br />W E <br />r— $ <br />0M M <br />a M <br />_ <br />ci <br />O o N <br />-5 " 0000 <br />r� n� <br />d rn <br />v Qc <br />rn K 0 <br />B D®'V <br />N C <br />` <br />N Cq <br />000 <br />O p N <br />U) Z Lu �MmZ ww z <br />t.' °Q a <br />LL o s w w <br />�Z0gJJ oo <br />7 <br />UZY/` �oII E p l-2 <br />� TQ'�Yi t. Y <br />R <br />s vUV W W.TH ENGGO . if <br />�"" • <br />C-) <br />Na <br />y 0��? <br />' r; <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. 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />OZ <br />O <br />in <br />Qf <br />S� <br />UZ_80 <br />O <br />LU <br />Mp w Z <br />C70Jw <br />O' J <br />aa0OD <br />rY <br />w N <br />OU w01 <br />F u <br />L <br />Z6 <br />�v <br />XZ <br />> <br />g <br />Cl- <br />z <br />�Z <br />—0lu <br />Q <br />a <br />`i <br />U <br />= <br />J <br />W <br />0�0 <br />o <br />-� <br />F— <br />S <br />w i7 m a <br />z <br />P�04 <br />4' <br />1 , <br />Z tQ Q a <br />2 <br />clia <br />Q 2 <br />I- 0 0 <br />Z <br />z <br />^ <br />26 OF <br />Z <br />W <br />LIJ <br />W <br />dw� <br />F Z ow <br />W <br />Q <br />Y Q <br />H F- <br />^ <br />W <br />ro <br />Q <br />z <br />z <br />'aZ <br />Zo <br />0° <br />LJJ <br />g <br />= <br />�o <br />a <br />0 <br />06 <br />rn <br />T-4 <br />a <br />(n <br />0 <br />SCALE : AS NOTED <br />DATE : 7/30/2018 <br />TECH: MJAMES <br />VERSION NO. 3 . O <br />SHEET NO. <br />8.0 <br />s <br />