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r* <br />b <br />m <br />(D <br />S <br />I' <br />Q <br />Do <br />E <br />s <br />ayi <br />00 <br />Q O <br />8F8-1 B/1 T <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 verltcal (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 />Safevertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />E <br />E <br />NE <br />e <br />Be <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F321 B/1T <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8 F 16- <br />B/ 1 T <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />FORM dt GROUT SOLID <br />4 ;T � W <br />#5 BAR COW. <br />8F12-1B/1T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />• <br />: <br />■ <br />� <br />: <br />■ <br />� <br />e e <br />E e <br />r C <br />• • • • <br />E e <br />E <br />E <br />E <br />E <br />E <br />E <br />C <br />� <br />C <br />� <br />■ <br />° <br />: <br />■ <br />C € <br />■ ■ <br />• • <br />■ <br />■ <br />•'�'�1� • <br />• • <br />• • <br />• • <br />• • <br />r <br />s <br />S2 <br />w <br />H J <br />Q� <br />Z <br />f0 <br />MATERIALS <br />c prr"g a htels = 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 />0 <br />#5 REBARATTOP <br />IN. <br />(1) REQ'D <br />CL AR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />e °O <br />° <br />4 ° <br />.M.U. <br />#5 REBAR AT TOP <br />e <br />GROUT <br />MIN. (1) REQ'D 4 <br />_ <br />D <br />1-1/2" CLEAR <br />a <br />e <br />4 <br />° <br />J `J G <br />y W F" ° 4 <br />C.M.U. <br />e <br />5 REBAR AT <br />= rn m w <br />O <br />BOTTOM OF <br />� (n — w <br />4 <br />LINTEL CAVITY <br />V O v~i ` <br />OTTOM <br />v <br />o ¢ 0 $ z^ <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />C7 X > <br />Z— d w D /� D <br />Q = 0 3 &I i <br />y ¢ L, <br />5 REBAR AT BOTTC <br />AS INDICATED <br />7-5/8"ACTUAL <br />JOMINAL WIDTH <br />(VARIES) <br />- o 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/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 />5'-10" LL <br />O <br />LINTEL PLANT <br />SCALE: )/4"=1'-0" <br />Z c <br />Z `O <br />Z <br />Q <br />a <br />cn <br />4 .. LU <br />"V C) <br />OW <br />�N <br />� <br />o0 <br />-m <br />W <br />Np� M M <br />eM <br />O 'CO N <br />�_ <br />V <br />Woo <br />00 <br />of <br />4 rn <br />L �v <br />N O <br />.Nr <br />i� z <br />_ a <br />YJ > a <br />LL,V a��Q <br />� 9 <br />Z 4n J.J. <br />�-� <br />LL z ME <br />W av q <br />ryiI Q <br />�A^F� <br />1 � • `Jv <br />ram' ,••�F L.• <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 Edifion. 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />9 <br />oc�Lu <br />a <br />Ztu <br />F- <br />ad <br />z� <br />V W <br />g x J <br />CO <br />O�OCO <br />UIS Z <br />2 ts <br />L <br />^^ <br />Iee.L.. <br />i <br />z <br />Ln3. <br />� <br />o <br />7d' <br />U <br />w <br />^ <br />W <br />g he Q <br />UQ <br />J -r..... <br />Z <br />,V., <br />. <br />a <br />Z <br />Z <br />J <br />T-4 <br />Q <br />W <br />Z <br />z <br />$�� <br />011 <br />� <br />S <br />co <br />O <br />Z <br />�J <br />W <br />7" I <br />0- <br />'W^ <br />V I <br />E <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: JMUROSIC <br />VERSION NO- 4sO <br />SHEET NO. <br />8.0 <br />