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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 U360 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 <1 " 0 <br />Safe vertical Ioad + Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />o •�•o o, •o <br />8F8-1B/1T 8F8-0B/1T <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8RF6-0B/1T <br />© <br />O O <br />O O <br />O O <br />o O <br />8RF14-1B/1T8RF14-0B/1T <br />8F16-0B/1T 8F16-1B/1T <br />© <br />0 <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF400B/1T 81`321B/1T <br />F = FILLED WITH <br />GROUT / <br />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 />a <br />110 <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL — <br />HEIGHT <br />MATERIALS <br />TPc prate Ynteis = 3500 psi. <br />2. fc prestressed lintels = 6000 pal. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 3V 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 />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />8F24-1B/1T <br />O <br />#S REBAR AT REQ'D ALTERNATE POWERS <br />M IN. (1) <br />CAE R STEEL LINTEL <br />0 <br />a e <br />a <br />° .M.U. #5 REBAR AT TOP <br />n ° , MIN. (1) REO'D ° 4 1-1/2" CLEAR <br />GROUT <br />,d <br />e <br />J = <br />Q L <br />� <br />A <br />—46 REBAR AT <br />N <br />= N (- W <br />4 <br />' 4 <br />O <br />BOTTOM OF <br />a co z W ui <br />W <br />LINTEL CAVITY <br />OTTOM <br />uu 0 co <br />p <br />Q o Q <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />Ir �j <br />Q CJ <br />LL ri w ,n <br />Zd •' i7 3 <br />D f <br />"ACTUAL <br />NAL WIDTH <br />� a <br />�o <10 <br />(VARIES) <br />CLUE <br />c~iu � <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 cementitluos coating. See contractor specifications <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6-10" LL <br />LINTEL PLAN <br />SCALE: %4"=V-13rr <br />0 <br />Z Mo <br />Z (0 <br />Z <br />Q <br />J <br />Z <br />U) <br />Ln CD <br />n <br />W N <br />4}J w <br />U <br />O w � <br />m <br />~ <br />0 <br />= <br />�co <br />V) f— <br />o0 <br />m r <br />U <br />w <br />4)M <br />C r 0 co <br />t— p <br />U <br />MIN <br />NMM <br />0 O O <br />(U <br />(D <br />L LL c() <br />7 <br />U0) <br />4 <br />U)ao <br />O V' <br />.Ltir•' <br />Q 0) <br />Q O <br />A <br />B <br />' <br />D. <br />N C,B,D C <br />i <br />~ <br />��� f <br />e <br />4 <br />: <br />i <br />co <br />C) <br />c oa <br />O <br />..M <br />Z LL <br />LL <br />NM <br />W`��RV <br />_ <br />ti�• <br />> O <br />W.'Ij� g <br />ZQC 0IJ <br />fox <br />o <br />fN <br />U <br />UTo <br />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 5th 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 />O <br />Z cV <br />0 a) <br />r> U-) <br />M <br />Q U) f0 Ln <br />a cn•�� <br />Ln <br />Q LL <br />F� <br />Q E170 <br />� <br />Z <br />J <br />W <br />0, <br />w � <br />z¢a <br />¢f <br />fF <br />Zim <br />gOWO <br />�DzZ <br />w <br />�005, <br />JJ <br />F�O <br />L <br />OZ <br />O <br />z <br />M <br />V)� <br />0 <br />_V <br />J� <br />2fu <br />a <br />J <br />LU <br />W s <br />fLOo <br />F <br />0$ <br />.; <br />F— <br />fV <br />p�o <br />` <br />J <br />0 J <br />a Q j <br />Z <br />Z <br />rl <br />a LL <br />;orr <br />J <br />di <br />Fzo <br />U <br />Q <br />z <br />Lu <br />Q W Z <br />1,0 <br />Z <br />Z <br />Z3 o <br />Ow <br />^ <br />g <br />LU <br />= <br />0 <br />a rn <br />rn <br />a <br />V <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION N0. 10 <br />SHEET NO. <br />8.0 <br />