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1 1— 1 1 1 1 I 111 l_ 1 IV„ 1I ,II III 111 II 11 _ r <br />I III II 1, ! -H I <br />1 1_ Al I I !I!Lrr _ <br />I <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 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 / 1 .O <br />Safe vertical load Safe horizontal load —` <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />FT1 <br />O O O O <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T "A <br />AO © © O O O O <br />O O O O <br />8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T <br />8F441B/1T8F40 1B/1T 8RF400B/1T 8F321WIT <br />- <br />FORM do GROUT SOLID <br />' <br />O <br />.` W <br />U <br />O <br />#5 BAR CONT. <br />8F12-1 B/1T <br />0 o <br />O <br />8F20-OB/1 T <br />® <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />i <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J <br />lL <br />8F16— <br />B/1T <br />a <br />zr,o <br />tNOMINAL, <br />L QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#S REBARMIN. <br />MIN. <br />(1) <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />° o <br />° <br />a <br />°No <br />C.M.U. <br />#5 REBAR AT TOP <br />° 4 <br />o <br />D <br />° ^ ° <br />a <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />° <br />GROUT <br />L <br />�O <br />Lo ¢ <br />° 4 <br />C.M.U. <br />° <br />5 REBAR AT <br />= y ~i w <br />to <br />- <br />Q <br />a <br />O <br />BOTTOM OF <br />z W <br />a <br />O <br />o <br />LINTEL CAVITY <br />wo U u~j <br />n <br />` U Q <br />-BOTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />O¢UOZ <br />¢ ¢ a ¢ Zi <br />Z �L o w Lo <br />¢ -' C7 3 N <br />F- fb w 0 ;° <br />D <br />i <br />Q Q <br />#5 REBAR AT BOTTO <br />AS INDICATED <br />7-5/8"ACTUAL <br />' NOMINAL WIDTH <br />(VARIES) <br />u) � s cr a e <br />o p <br />MATERIALS <br />cT prtfecas intels = 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 />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 manufacturers specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturers 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 cemenfitiuos coating. See contractor specifications <br />5'-10" LL 6'-6" LL <br />( DF O <br />4'-6" LL 4'-6" LL <br />E J MIN. <br />17'-4" LL <br />OF <br />5-10" LL <br />LINTEL PLANT <br />SCALE:)/4 <br />Z th <br />Z CID <br />�q <br />Z <br />Q <br />J <br />�Z <br />0 <br />CD <br />nV) <br />W C <br />.(_J w <br />C) <br />'U — <br />w <br />O <br />~ <br />C <br />(/) ~ <br />0 <br />o 0 <br />m04 <br />U <br />LU <br />�ih <br />~ z�$ <br />-"' <br />am Cl <br />Of m M <br />O O <br />NT3, <br />Ll- 0000 <br />�' = aj <br />U a <br />w <br />°Y <br />.Y <br />Lo O "r <br />Q 0 <br />O <br />0 Ds <br />r; r <br />Z <br />It <br />p O jE1VO <br />O <br />�i In t,l <br />.tL. <br />`l <br />`e. <br />5 �:2 <br />3 <br />v too o) <br />a 0 <br />Z Z 9,1FESS <br />'mod' (u <br />���� <br />` <br />LU `� dgt <br />`o� lilllllt <br />�0 <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />ON <br />Z <br />� <br />`� ) <br />M <br />1/-1 � <br />Cn O <br />a U-) (V Ln <br />Z <br />d t n • � �' <br />0 <br />Q I- LL. <br />Q m <br />U o.00 <br />a <br />E �- <br />Z t0 <br />J � <br />W <br />Lu <br />za <br />fQ <br />w Q r o <br />uz00 <br />ZWLU <br />O�Z <br />�WOu) <br />owEe$ <br />VoLO <br />L <br />Ln <br />z O <br />Y U <br />Z <br />Z <br />Ln <br />J <br />0 <br />Z <br />U <br />= <br />� w <br />J <br />w <br />o <br />¢YP <br />0 <br />O <br />7 <br />L- <br />f (uJ ¢d <br />U aEd <br />N <br />N <br />J <br />Z k O <br />Wren¢ <br />Q <br />Z <br />$ <br />LLU <br />Ln <br />CY <br />¢�OZ <br />J <br />T -1 <br />L"Li <br />4 <br />Z <br />F Z o <br />U <br />W~ <br />M <br />k <br />Z <br />Z <br />co <br />o <br />I� <br />g <br />LJJ <br />J O <br />¢Z <br />w <br />� <br />Z <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION N0. 10 <br />SHEET NO. <br />8.0 <br />