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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. LI-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 Ul 80. <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 <br />Safe vertical load Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPRNED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS I <br />IM <br />FORM & GROUT SOLID <br />J W <br />LLJ <br />_J <br />0 <br />0 �._#5 BAR CONT. <br />8F12-1IB/1T <br />1:0 <br />IV LINTEL DETAIL <br />SCALE = N.T.S. <br />081 <br />�01_ <br />IN <br />on <br />IM <br />E-18 <br />N a <br />ME <br />mini <br />ioman <br />Im <br />1 IIIIIgI III <br />MINI <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />F_ REBA <br />@EL BCOATVTI <br />0 F L I N77r TOYM <br />:FC <br />0 <br />' <br />< Lu <br />B/1T <br />00 <br />,C) <br />Lh Z <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL— <br />QI <br />HEIGHT <br />C:` <br />REBARATTOP <br />MIN. <br />(1) REQ'D <br />N1 <br />-1/2" <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />0 <br />—.qU—C.M.U. <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D— <br />1-1/2" CLEAR <br />A <br />4 <br />GROUT <br />L <br />—45 REBAR AT <br />UJ <br />0 <br />BOTTOM OF <br />Lu <br />uJ 0 co <br />F:z- <br />0 <br />""OTTOIM <br />LINTEL CAVITY <br />W <br />Q - X _J <br />Lu Lu <br />Z� <br />0 0 0 <br />REINFORCING <br />= <br />< <br />7-5/8"ACTUAL <br />e PROVIDED IN <br />LINTEL <br />6 LO <br />�: g <br />> > <br />- _#5 REBAR AT BOTTO <br />'NOMINALWIDTH ' <br />(VARIES) <br />Lu 0 L6 <br />U) 5N, CC Q. <br />4 L AS INDICATED <br />01) <br />C) MATERIALS <br />C) 1. fc precast linters = 3500 psi. <br />C14 2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" aggregate and 8" to 11 " slump. <br />S. Concrete masonry units (CMU) par ASTM C90 wl <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />00 Prestressing strand per ASTM A416 grade <br />LO 7. 270 low relaxation. <br />I <br />7/32 wire per ASTM A51 0. <br />8. Mortar per ASTM C270 type M or S. <br />L NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />L:NTEL 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 />:W APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />C) <br />M <br />C:) <br />C) <br />00 <br />LO <br />�02 <br />00 <br />(D <br />E <br />1:5� <br />00 <br />C;� <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 cementitluos coating. See contractor specifications <br />4'-6" LL 4'-6" LL <br />5-10" LL <br />LINTEL PLANI <br />SCALE: Y4 <br />CD <br />c�' <br />to <br />ni <br />Ln CD <br />Lu <br />U <br />0 LU <br />E <br />0 <br />2 Cl) <br />CD <br />C14 <br />LU <br />E <br />0) <br />CU -0 C-) <br />.1 04 <br />0 0 C:) <br />C_ U_ 03 <br />-�i -00 <br />0 CU i::- <br />0 <br />< <br />U5 rL c:> <br />0 <br />CL <br />(9) < <br />A I <br />8 D. <br />N c B D C <br />tn. C" .10 <br />C'� <br />Z LU =0 <br />U) F- -. <br />UJ <br />LU -E <br />:p a i� 1:0 i� <br />Z 0 <br />U) :9 E C'D <br />um 14 C4 <br />S <br />(C) cgl� <br />< C-> <br />C). <br />I -L0 <br />.......... <br />0 0 <br />FESSk - <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LE N NJWA'k& R <br />4600 W. Cypress St, Suite 200 1 Tarnpa, FL 33607 <br />www.LennarTampa.com <br />0 <br />Z < <br />a. <br />W C elf 0: <br />U�00 <br />E U 0 <br />0 Q� � <br />Z Lu <br />U <br />Z Z <br />U 0c, 9- Lzu <br />0- <br />< <br />Lu <br />Ln <br />Z Z <br />08 <br />ZZ <br />2: <br />Z <br />Z <br />0 <br />< <br />< <br />LU <br />U <br />_J <br />0 <br />Z <br />0 <br />�U_ <br />UJ <br />< <br />X0_ <br />0 <br />go- <br />M'a�� <br />r4 <br />Z <br />< <br />U" <br />0 < <br />VJ Ce <br />LL. <br />70 <br />Z <br />V-1 <br />LU <br />Ln <br />LLJ <br />< <br />6i <br /><W <br />Z <br />< u, E� <br />8 1<3 Z <br />0 <br />Q� Z <br />00 <br />Z <br />tu- <br />< c) <br />Z <br />'0 <br />0 <br />Ln <br />Z <br />LU <br />W) <br />1Z <br />uJ <br />a- <br />Ln <br />SCALE AS NOTED <br />DATE 3/7/2018 <br />TECH: JMUROSKI <br />VERSION No' 411 <br />SHEET NO. <br />8.0 <br />