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r•: <br />a <br />00 <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 1_/360 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 vertical (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 />--ga-fe vertical oa Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />El 11M INC <br />i <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF400B/1T 8F321B/1T <br />FORM do GROUT SOLID <br />� J <br />O #S BAR CONT. <br />8F12-1B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE • N.T.S. <br />__ = <br />_ <br />• • <br />I: <br />F <br />� <br />i <br />a <br />i <br />No <br />■ ■ <br />N. <br />• • • • <br />► <br />• • <br />_ <br />j j <br />• • <br />• • <br />• • <br />• • <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <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�irntels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg - 3000 psi w/ <br />4. maximum 3W 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 />MIN. <br />TOP <br />(1) REQ'D <br />LEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />• a <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />a • n <br />MIN. (1) REQ'0 ° d 1-1/2" CLEAR <br />° <br />GROUT <br />D <br />to <br />• <br />-I <br />e <br />v1 rn C.M.U. <br />5 REBAR AT <br />• <br />BOTTOM OF <br />d - <br />° <br />LINTEL CAVITY <br />W O to 0 <br />-BOTTOM <br />REINFORCING <br />e PROVIDED IN <br />O �} Q <br />Q U ^ <br />W 0 m <br />Fd D Q D5 REBAR AT BOTTO <br />— <br />7-5/8"ACTUAL <br />" NOMINAL W <br />LINTEL <br /><1 <br />7 8 �°f-IS INDICATED <br />(VARIES) <br />rn w <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 cementMuos coating. See contractor specifications <br />5'-10" LL 6'-6" LL <br />F <br />5'-10" LL <br />O <br />17'-4" LL <br />( MIN. <br />LINTEL PLAN <br />SCALE: %4'=1'-0" <br />Z c+> <br />Z <br />Q <br />a <br />13 <br />Z <br />Ln (D <br />Cl <br />cn <br />UO W�vs.- <br />U <br />W <br />c8l, <br />Q <br />� o <br />e D <br />�JJ <br />N �O <br />N <br />t0 <br />oo <br />z "y z° <br />Q� � <br />WLL <br />ul a <br />azo <br />on <br />Q <br />L L <br />4 <br />wwW.FdSA ,COM Q <br />_( <br />• <br />lei.. A R `�� <br />O [ S <br />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 />Residential 8th Edition. Engineers signature and seat 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 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />FM <br />0 <br />m <br />Q� <br />Z <br />•�••� <br />V <br />z <br />W <br />ULIJ <br />`J <br />ri <br />J <br />dogi <br />z <br />Z <br />w <br />J <br />V) <br />rl <br />6i <br />z <br />Lij}y( <br />Z <br />H F- <br />O^ <br />OO <br />06 <br />ZUJI <br />a <br />yrj <br />in <br />o <br />SCALE : AS NOTED <br />DATE : 10/4/2018 <br />TECH: JMUROSIC <br />VERSION NO" 4mO <br />SHEET NO. <br />8.0 <br />