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m <br />LO <br />v <br />2 <br />cc <br />0 0 <br />8F8-1 B/1 T <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 verical (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 />Sae vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F8-0B/1T 8RF6-OB/1T r. <br />© © O• O O• O <br />O O O O <br />8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T <br />8F20-OB/1 T <br />8F441B/1T8F401IBM T 8RF4006/1T 8F321B/1T <br />FORM dr GROUT SOUO <br />4 � �w <br />U <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />[F <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />H <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 />c-1 r inteis = 3500 psi. <br />2, fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 0 wl <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CM U) 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 />#5 . <br />MIN. <br />R (1)REBAR AT TOP <br />Q'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />° <br />° a <br />G ° <br />.M.U. <br />#5 REBAR AT TOP <br />'4 ° <br />a <br />GROUT <br />MIN. (1) REO'D 4 <br />1.1/2" CLEAR <br />G <br />° <br />J Q <br />y < <br />a <br />5 REBAR AT <br />OF <br />y <br />= - m w <br />w <br />BOTTOM <br />u�i - <br />4 <br />o <br />LINTEL CAVITY <br />n <br />w x W <br />OTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />o ¢ d $ F- <br />¢ d 0 Z <br />LL 0 w <br />O a D D <br />3 <br />�, <br />#5 REBAR AT BOTTC <br />7-5/8"ACTUAL <br />'NOMINAL WIDTH <br />(VARIES) <br />¢ "i �o <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 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 planidetails 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 <br />4'-0" LL <br />'-8" LL <br />O <br />6-10" LL <br />LINTEL PLAN <br />SCALE: 14 "=1'-0" <br />O v <br />Z co <br />_ o <br />Z <br />Z <br />Q <br />a <br />0 <br />nV,' <br />W <br />cn <br />i--i w <br />�o <br />•V — <br />Ow <br />U <br />W Ech <br />~ 8 <br />m N <br />ch <br />� � N <br />C) <br />`L o <br />r• <br />BD. <br />NN C� <br />„ <br />10 <br />N •D <br />.-+ N <br />N <br />.Y■w.�i 7! <br />Z z <br />II• M <br />❑ii <br />C/3uf <br />LU <br />LU <br />•• <br />W16�W fDSEN <br />ul <br />ail F <br />Q • c <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 />Residemtal6tir Edition. Engineers signature and seal is only for <br />the shOural 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 />9 <br />W <br />Z2ZQQd <br />FF <br />a <br />ZZ z� <br />� �W <br />oG J <br />6. p� <br />C <br />m3 <br />0 <br />= <br />%%.Woo <br />� <br />J <br />Ll.l <br />O � <br />�q S <br />F <br />0 <br />J <br />,. <br />^ ' <br />La / <br />O `j <br />N <br />r-4 <br />J� <br />c2�w� <br />ZLn <br />J <br />di <br />z � <br />T-4 <br />LU <br />Q <br />Q <br />Z� <br />d <br />rl <br />d' <br />Z <br />yrj <br />g <br />rn <br />rn <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAM ES <br />VERSION NO" 10 <br />SHEET NO. <br />8.0 <br />