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I I— _ I i I I __ I 11 11 i 111 11 9' I 11 1 1 1 _ 1 111 ! I I III' 'r I' III I I I _ __ <br />!II <br />rn <br />cc <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 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 />I <br />*11 a 9 8F20-0B/1T <br />8F441B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />FORM do GROUT SOUD <br />O W <br />J <br />O #5 BAR CONT. <br />8F 12-1 B/1 T <br />0 <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />= <br />C7 <br />w <br />8F16— <br />B/1T <br />F J <br />Q <br />Z <br />L <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#5 <br />M IN.. <br />((1)1) REQ'DBAR AT OP <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />0 <br />° ` <br />,M,U. <br />#5 REBAR AT TOP <br />° <br />O <br />GROUT <br />MIN. (1) REQ'D ° 4 1-1/2" CLEAR <br />D D <br />Q L <br />a <br />° ° < ° <br />° <br />n O <br />� a w <br />5 REBAR AT <br />= v~i w <br />BOTTOM OF <br />a to Z w - <br />w <br />o <br />LINTEL CAVITY <br />w <br />p0� \\ <br />OTTOM <br />O U O zw <br />REINFORCING <br />a C7 <br />8!!: <br />7-5l8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />d w u, D D <br />a . - O 3 #5 REBAR AT BOTTC <br />0 57 AS INDICATED <br />o) X <br />' NOMINAL WIDTH 7 <br />(VARIES) <br />Ln a o , o <br />Q <br />MATERIALS <br />cT-f 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 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 />O DF <br />5'-10" LL <br />O <br />LINTEL PLANT <br />SCALE: %4"=1'-0" <br />1 ,,, "'V <br />SWV= <br />u' <br />Z Cl) <br />— o <br />Z <br />Z <br />Q <br />a <br />U, zCl <br />w <br />+_J <br />�o <br />�U — <br />Ow <br />o <br />.� C6 U <br />oh <br />m cli <br />w E <br />~ pp <br />N c) <br />C f0 M <br />" oo <br />�o <br />Nao <br />rn Q d <br />B D. <br />N <br />N �O <br />UZ LY gN2z w z° <br />in N- 0. w <br />W <br />W i t �- o a <br />U cc <br />i <br />Z nM <br />24Q o <br />a <br />y N <br />CN <br />• <br />JV✓W zom <br />_ Cis ZGJ <br />ClIk <br />.� <br />'CD <br />Cr .r.r 0 <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 />Engineers 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 />�o <br />za <br />Zf <br />fr <br />w Q m <br />80 <br />ODa� <br />Z <br />0 <br />ofco <br />v L0 <br />�z <br />L <br />cu <br />0 <br />} U <br />��> <br />LL <br />Z 2 <br />3 <br />�❑ <br />.0 <br />Z <br />0 <br />Q <br />�w <br />U <br />= <br />>Z <br />o <br />LU <br />¢86 <br />J <br />f <br />O d <br />Z <br />V CeOa <br />N <br />J <br />g<Z� <br />wWa <br />a/ <br />rn <br />¢¢woc <br />g6�2 <br />z <br />Z <br />,--1 <br />� a � rZ <br />J <br />��-1 <br />W <br />LL! <br />z <br />awr�n <br />a z o <br />8LLLLIo <br />CDQ <br />�O <br />z <br />Q a Z <br />�08 <br />m <br />g <br />= <br />aLu <br />,-1 <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAM ES <br />VERSION NO. 4w0 <br />SHEET NO. <br />8.0 <br />