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I L ls� H■YI <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-Llntels 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 / ■ O <br />Safe verticaloa Safe horizontal load —` <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />MAIN- MEL= <br />1�ml <br />000 M8 MM a <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40OB/1T 8F3218/1T <br />FORM h GROUT SCUD <br />'- U <br />0 #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE : N.T.S. <br />C = <br />E <br />^ <br />P E <br />E <br />E <br />• • <br />■ <br />E <br />■ <br />• • • • • • <br />_ <br />i <br />■ <br />i <br />all.0 <br />e <br />! <br />all <br />• <br />: <br />: <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 />a <br />tNOMINA1. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />1. c pre s ntels - 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 />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#SREBAR <br />MIN. <br />AT <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° ' <br />°—.0—C.M.U. <br />#5 REBAR AT TOP <br />° ° <br />GROUT <br />MIN. (1) REQ'D Q <br />" <br />1.1/2" CLEAR <br />Nl\ <br />° <br />a <br />{ <br />° <br />5 REBAR AT <br />to 3 4 <br />m w <br />a <br />C.M.U. <br />" O <br />o-BOTTOM <br />BOTTOM OF <br />LINTEL CAVITY <br />r� 4 - <br />W W W, <br />1' <br />K-$ L " L <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢ d M <br />Zr` p W 6 D D <br />< •' O 3p ,� <br />i N tr ° �, 4 <br />#5 REBAR AT BOTTO <br />AS INDICATED <br />7-518"ACTUAL <br />NOMINAL WIDTH 7 <br />(VARIES) <br />r So o <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 />m <br />4 <br />M <br />0O <br />a <br />a <br />00 <br />I <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 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/detalls 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 />6-10" LL <br />6'-2" LL <br />O C� CO <br />6'-10" LL 6'-8" LL 6'-10" LL <br />LINTEL PLAN - ELEV-B <br />SCALE: Y4'=1'-0" <br />Z <br />g <br />Z Z <br />Q <br />a <br />U, Z <br />to CD <br />N <br />4--► w <br />�o <br />Ow <br />to <br />U <br />w <br />■ ~ <br />coo <br />4 crNi <br />M <br />C) <br />Q, <br />u-§ <br />4 <br />Q D. <br />N � <br />tD.N-. <br />�z z° <br />U) <br />W a <br />InLit V a uL a <br />Z 0 0 � <br />0)G <br />LL Z H 2 CP <br />W <br />N% 'W <br />1� <br />WW SENUCOM <br />• •�,"`� F �••� 00 <br />_ ! r <br />r <br />•n <br />.�i Y GJ �i" <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 potions 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 />�i <br />z¢ <br />H <br />Fw <br />Z <br />M <br />'a <br />11,10 <br />'*� <br />� <br />4 <br />J <br />0 <br />�d <br />�uj <br />U <br />Vn <br />N <br />UJ <br />Tf <br />Z <br />^ <br />N <br />W C <br />Z <br />N <br />W <br />Z� <br />f <br />Q <br />ZI <br />I-- <br />N <br />m <br />r <br />lV-0 <br />06 <br />Z <br />Z <br />:5n <br />U <br />ELL, <br />8 <br />�M <br />T-"1 <br />OL <br />V) <br />o <br />SCALE : AS NOTED <br />DATE : 6/20/2018 <br />TECH: MJAMES <br />VERSION NO 4el <br />SHEET NO. <br />8 <br />