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I <br />Will <br />W <br />00 <br />r7 <br />00 <br />N <br />NO <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 L1180. <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 • ii <br />Safe vertical load + Safe horizontal load _ 0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />8F8-1B/1T 8F8-0B/1T 8RF6-OB11T <br />O © © O O O O <br />O O 0 O <br />8RF14-1B/1T 8RF14-0B/1T 8F16-0B111 8F16-1B/1T <br />O O O <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F32113/1T <br />'% Ak4". % <br />FORM & GROUT SOLID <br />o <br />Q W <br />U <br />O <br />#5 BAR CONT. <br />8F12-1 B/1 <br />T <br />O O <br />V <br />O <br />8F20-0B/1T <br />® <br />"V" <br />LINTEL DETAIL <br />SCALE = N.T.S. <br />Min <br />P <br />OEM <br />01M <br />MEMI <br />MM <br />--Mo <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16— <br />B/1T <br />t- <br />a <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cif pre�Fntels = 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 EBAR <br />MIN. <br />.(1)RE <br />TTOP <br />(1) REQ'D <br />�LER <br />ALTERNATE POWERS <br />STEEL LINTEL <br />d <br />O <br />d d <br />4 <br />.M.U. <br />#5 REBAR AT TOP <br />4 <br />D <br />d ° d <br />a <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />a <br />d d <br />4 <br />< <br />GROUT <br />J Q <br />IVd <br />v_t � � � <br />° <br />5 REBAR AT <br />= N to w <br />Q <br />O <br />BOTTOM OF <br />u� ? w <br />o <br />LINTEL CAVITY <br />o v X � <br />` 0 � <br />-BOTTOM <br />o Ci O Z <br />A <br />REINFORCING <br />¢ ¢ Cd °� <br />LL <br />7-5l8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />p <br />Z o w 10 <br />¢ 5 � C14 <br />D D <br />QQ A, Qo <br />5 REBAR AT BOTTC <br />AS INDICATED <br />' NOMINAL WIDTH <br />(VARIES) <br />U) 4n cc d <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/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 />4'-6" LL 4'-6" LL <br />O O <br />T-10" LL <br />O <br />LINTEL PLAN <br />SCALE: %4'=1'-0" <br />0 <br />Z Cl) <br />— o <br />Z <br />Q <br />a <br />Z <br />V) U <br />cn <br />ua <br />•V - <br />O LU <br />T <br />1— <br />aU <br />g M <br />-Mg m <br />LU <br />~ $ <br />N <br />N (0 <br />a C') <br />O oa <br />°° <br />C) <br />0 ce <br />" <br /><C rn <br />0 CS <br />CL <br />rn Q d <br />B D® <br />N� a. <br />;/r <br />-*1 <br />V1 ONO <br />O M <br />LU <br />Z g��z �' z <br />+� ~ c <br />C9 g w <br />_ <br />LU Q <br />aj <br />> 0),!:W a 'Q <br />". <br />Z m�?4 � <br />H�cmat� <br />LLZ <br />FP <br />-•11 <br />U <br />21 <br />', '� �• .•••yF ia* eon <br />To the best of the Engineer's 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. 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 />L E NA R <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www,LennarTampa.com <br />t�tp <br />Lu <br />za <br />¢g Q <br />F- <br />w¢°dlali <br />0 <br />ZZ <br />W <br />CD <br />O��o <br />VoO <br />a <br />zz� <br />ro <br />fz <br />w� <br />= <br />V <br />0 <br />o"-z <br />o <br />Y <br />LLJ <br />F— <br />¢ <br />m <br />w O a <br />C7�4� <br />Q <br />���Ce <br />Z <br />f� <br />1 ` <br />O <br />O u. <br />tt <br />� x <br />ce <br />W <br />J <br />Ln <br />ri <br />e n <br />o <br />L!J <br />Z <br />gF-, <br /><z <br />¢ <br />� <br />Z <br />Z <br />� <br /><�o <br />�o <br />m <br />0 <br />Cb <br /><� <br />Uj <br />= <br />aZ. <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO. <br />4v0 <br />SHEET NO. <br />8.0 <br />