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s <br />co <br />.¢ <br />a=i <br />0 <br />0 <br />0 <br />J <br />O <br />LO <br />Q <br />00 <br />E <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, 7132" 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 AC1530 <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 />11 — i�i �1 111�19 <br />HE. I�Nl <br />I <br />MEMO <br />8F44 1B/1T8F40 1B/1T 8RF40OB/1T 81`321B/1T <br />\Z7 UN <br />FORM h GROUT SOLD <br />}. - <br /><V < <br />�LU <br />0 #5 BAR CONT. <br />8F12-1B/1T <br />'V" LINTEL DETAIL <br />SCALE = N.T.S. <br />F <br />I <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />= <br />J � <br />W <br />J _ <br />8F16— <br />B/1T <br />H J <br />a <br />u5 Z <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c�-pr�lmtels = 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 />#5 REBAR AT ALTERNATE POWERS <br />MIN. (t) REQ'D <br />1/2'STEEL LINTEL <br />CLEAR <br />.M.U. #5 REBAR AT TOP <br />MIN. (1) RECI'D <br />d 1-1/2" CLEAR <br />—GROUT <br />D <br />r J ❑ <br />Q L1 <br />4 <br />45 REBAR AT <br />= u~i w <br />- <br />d <br />BOTTOM OF <br />F U) Z W <br />w W O n' <br />LINTEL CAVITY <br />O <br />` `� <br />BOTTOM <br />❑ (i z <br />a Q <br />REINFORCING <br />C7 _J <br />LL <br />PROVIDED IN <br />LINTEL <br />O <br />ZZd w <br />b OW <br />Q Q <br />F 00'R <br />L <br />(VARIES) <br />0 X o_ S <br />o I I o <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/detaits for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitluos coating. See contractor specifications <br />O <br />5'-10" LL <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6'-6" LL <br />(_ ) MIN. <br />17'-4" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4'=1'-0"'', <br />(9 "' <br />Z co <br />_ o <br />Z 20 <br />Z <br />4 <br />a <br />t!i (D <br />w <br />�U — <br />O w, <br />`° <br />O <br />W <br />m <br />�C7 tM <br />N � M <br />_ CJ <br />O o 0 <br />U <br />�U_00 <br />0 <br />Q aT <br />p� <br />0, sf <br />ao <br />B D. <br />-, <br />N �O <br />O V N <br />N O p N <br />U) C? <br />ALU <br />W <br />s <br />ZUit00 <br />CZi <br />co E ya <br />LLZ <br />M 14 %z <br />` V ��b <br />AT <br />o <br />•° ca <br />� <br />9•ep' <br />N�ol, ° <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and spermcations 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 />LE N NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />ts <br />OZ <br />LLJ <br />f� <br />I <br />r'oo <br />ZWZo <br />z <br />0 <br />aOm <br />Up L N <br />W OO <br />^' <br />ZO <br />> <br />^ <br />g Z <br />C <br />L� <br />a. <br />z <br />Z <br />U <br />_ <br />.., <br />W <br />L-L. . <br />�J_o <br />o <br />J <br />ON <br />A <br />¢6(5 <br />F <br />0 a <br />U <br />��ZQ <br />N <br />J <br />0 <br />Z <br />W <br />Lfi <br />—I <br />rl <br />6i <br />H <br />g~o <br />Q <br />Z <br />�0 <br />*k <br />00 <br />Z <br />1 Zo <br />m <br />O <br />00 <br />Z <br />� <br />= <br />� <br />aLU <br />r-+ <br />a <br />U0 <br />o <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO. 4mO <br />SHEET NO. <br />8.0 <br />