Laserfiche WebLink
04 <br />4? <br />C14 <br />C11 <br />I <br />tR1 <br />00 <br />I <br />GENERAL INSTALLATIQN-U-OTES <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-Lintells 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 L/1 80. <br />6. Bottom field added rebar to be located at tie 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 />vertical load Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F32 1 B/11T <br />(a e (If% <br />\::7 �co (8 <br />0 <br />FORM & GROUT SOLID <br />r <br />W <br />#5 BAR CONT. <br />.0 <br />8F12-1B/1T <br />(0 <br />"\/"LINTEL DETAIL <br />SCALE = N.T.S. <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ B01TOM <br />OF LINTEL CAVITY <br />8F16- B/1T <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />1. rc precast lintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maudmum 3fir 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 vvire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />R <br />T IN. <br />BAR AT TOP <br />(1) REQ-D <br />LEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />4 <br />0 <br />A A <br />4 <br />_OF-C.M.U. <br />#5REBARATTOP <br />A <br />GROUT <br />MIN. (1) REaD- <br />> <br />1-1/2"CLEAR <br />*,�C.M.U. <br />4 <br />4 <br />r, -j 6 <br />0 ;� X <br />A <br />REBAR AT <br />BOTTOM OF <br />0 iz <br />cn'Z W - V— V <br />0 "W <br />LINTEL CAVITY <br />'u, 2 5) 03 <br />X Lu <br />-BOTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />a W 0 <br />6 g � <br />- M > <br />i7b <br />REBAR AT BOTTO <br />7-518"ACTUAL <br />'NOMINAL WID—TV" <br />� � <br />INDICATED <br />(VARIES) <br />(,ru <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 />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 manufacturar's specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />Refer to manufacturees specifications. <br />1 If lintel Is sci etched or damaged refer to Powers Steel for repair. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />see [Intel plan1details for bottom steel required. <br />5. A bonding agent must be appfled to the Steel Box fintels prior to <br />applying the camentitiuos coating. See contractor specifications <br />H <br />5'- 10" LL <br />4'-6" LL 5'-4" LL <br />LINTEL PLAN - ELEV-A <br />SCALE: Y4"=1'-0" <br />U) <br />Ln CD <br />C—/ <br />4--J LU <br />0 LU <br />V) <br />C'. <br />C, <br />R <br />C* <br />< 0) <br />Ln <br />kci <br />AI <br />ED. <br />N-C-8-D-C <br />U147 row - <br />TV N <br />C3 <br />0 <br />C) <br />F? 0 ES <br />To the best of the Engineses Mowiedge, information and belief, <br />the structural plans and specifications contained mdthIn these <br />dravAngs comply with to 2017 Florida Building Code - <br />Residential M Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages beadrg <br />Engineer's signature and seal. <br />LENNARI <br />4600 W Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />UJ <br />z <br />1.� <br />9,0Z <br />z <br />Cg <br />ZW <br />(D <br />0 <br />< <br />z <br />z <br />"0 <br />0 <br />Q) <br />> <br />LU <br />U <br />081 <br />z <br />< <br />u <br />UZI <br />00 <br />'IT <br />020 <br />ErE, � <br />Z <br />Z <br />U.J <br />r*4 <br />Ln <br />Lij <br />� .0, <br />-q <br />. Lij <br />2: <br />< <br />2: <br />< <br />z <br />Ln <br />to <br />co <br />rq <br />(=) <br />(� <br />Z <br />Z <br />15 <br />LU <br />0 <br />r-1 <br />I T-4 <br />I <br />SCALE AS NOTED <br />DATE 11/2/2018 <br />TECH: KFRAZER <br />VERSION NO 42 <br />SHEET NO. <br />8 <br />