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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. 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 L/360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed L/180. <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 �� • O <br />Safe vertical load Safe horizontal load — <br />GENERAL. CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T <br />O © © O O OI 0 <br />O O O 0 <br />8RF14-1B/1T8RF14-OB/1T 8F16-013/17 . 8F16-1B/11 <br />© o o <br />8F44 1B/1T8F40113/1T 8RF40OBAT 8F321B/1T <br />FORM & GROUT SOLD <br />W <br />�V <br />0 <br />#5 BAR CONT. <br />8F12-1 B/1 <br />T <br />O O <br />8F20-OBA T <br />© <br />"V" <br />LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />oil <br />IRE <br />I sm <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 />=� <br />J <br />W <br />7 = <br />6 F 16— <br />B/ 1 T <br />a z <br />OD <br />Z <br />tNOMINAL. <br />to <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cif precast 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 />#5R <br />M IN.. <br />(1)(1) RECIQ'D <br />1/2" <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />4 o <br />O <br />a °a <br />a <br />.M.U, <br />#5 REBAR AT TOP <br />— <br />Q <br />D <br />A ° G <br />GROUT <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />° <br />A G <br />d <br />° <br />n �� <br />Q 4 <br />a <br />T H m <br />Q <br />C.M.U. <br />5 REBAR AT <br />x '- m µu <br />4 - <br />° O <br />BOTTOM OF <br />a N Z w <br />w O <br />o <br />LINTEL CAVITY <br />w to <br />pUF-ul <br />-BOTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />o E v O ul <br />Q ¢ C7 Co Z <br />z t`-- o W <br />¢ -' b w <br />of Ir 0- <br />D D <br /><1 �, �o <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />7-5/8"ACTUAL <br />' NOMINAL WIDTH <br />(VARIES) <br />U� n <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 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 cementibuos coating. See contractor specifications <br />O <br />6'-2" LL <br />O O O <br />6'-4" LL 6'-8" LL 64" LL <br />LINTEL PLAN-13 <br />SCALE: %4'=1'-0" <br />(D <br />V <br />Z M <br />0 <br />Z <br />z <br />Q <br />J <br />a. <br />Ln (9 <br />Ili <br />C <br />W <br />�o <br />•U — <br />O LL' <br />F- <br />o <br />C6 U <br />in- <br />LU <br />ECU <br />d M <br />CA M <br />C t0 co <br />UUUU <br />ai <br />O O N <br />U <br />0 <br />" 00 <br />Q rn <br />YnCo o <br />LO av <br />rn Q d <br />IB D. <br />N'CB•DC <br />N �D <br />O V N <br />O) <br />ta <br />Z W�:� z w z <br />ii in r'�- "_ <br />UJ Q `r ° w <br />LU V �N <br />O <br />LLZ(O <br />LN'.ati9'tS+ip�•,t�i� o <br />WNW <br />y •J '.� ••• <br />./• <br />//.s <br />cs <br />FL •"� <br />a <br />`4 <br />�1P � f <br />54l14t.21 <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />L NA <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />OZ <br />0 <br />�Q <br />Z <br /><a <br />r� <br />LW <br />MOO <br />ZW< <br />_ ::) W Z <br />>-O-OaD awa,� <br />`• <br />Zo <br />Q <br />� <br />ItFJ,—^I- <br />O <br />Z <br />Z <br />g <br />Z <br />O <br />o <br />d- <br />Z <br />U <br />M <br />M <br />J <br />WS <br />Q,Z <br />8,Z <br />�Y0 <br />f- <br />D <br />J <br />w <br />k <br />o� <br />m a <br />�- <br />z <br />ono¢ <br />N <br />_I <br />k�'°'a <br />Q <br />N <br />�<� <br />o� �o <br />Z <br />Z <br />N <br />-0 � <br />�C'r!i <br />LU <br />L17 <br />W <br />��'z8 <br />J <br />ri <br />11.1 <br />cnH�u� <br />g�� <br />d- <br />Q <br />Q <br />Z <br />aao <br />�--I <br />Z <br />o Z 0 <br />Z <br />LLJ <br />go <br />O <br />06 <br />g <br />= <br />a� <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: JMUROSKI <br />VERSION NO. 10 <br />O <br />SHEET NO. <br />8 <br />