Laserfiche WebLink
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 AC1318 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 vertical (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 />Safe vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />I <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F321 B/1T <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />= <br />t7 <br />w <br />8F16— B/1T <br />z <br />,6 <br />tNOMINAL. <br />r 6 <br />QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />i—fcp—re-c—agTntels = 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 errand 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 />I <br />I <br />' <br />#5REBARATTOP <br />M1N. <br />(1) REO'D <br />ALTERNATE POWERS <br />STEEL LINTEL <br />a <br />0 <br />n � e <br />G <br />44 C.M.U. <br />#5 REBAR AT TOP <br />° d <br />o <br />- <br />Q L) <br />a" a <br />� <br />GROUT <br />MIN. (1) REO'D <br />J Q <br />1-11T CLEAR <br />a a a <br />° < <br />n <br />y <br />A <br />BOTTOM OFT <br />S2 <br />L 2 z <br />\ <br />O <br />o <br />LINTEL CAVITY <br />o W I- X <br />❑ <br />` ,Q ° L <br />—BOTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />tr c. O <br />� Q 0Do <br />it ^ <br />LL r i It in <br />� . CI 3 R <br />N <br />D � D <br />REBAR AT BOTTC <br />7-5/8'ACTUAL <br />'NOMINAL WIDTH <br />(VARIES) <br />ai u a <br />° A, % ° <br />AS INDICATED <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 cementitiuos coating. See contractor specifications <br />5-10" LL 6'-6" LL <br />O O <br />17'-4" LL <br />O MIN. <br />LINTEL PLAN <br />SCALE: %4'=1'-0" <br />C <br />Z o <br />Z <br />Q <br />J <br />Ilu <br />d <br />Cn Z <br />un <br />n' <br />W to <br />"W <br />� p <br />U - <br />W <br />O <br />~ <br />0 <br />U-)o <br />0 <br />U <br />a)M <br />WE <br />—8 <br />CccC0 <br />mach <br />O`oo <br />U 4) <br />>_LLco <br />05 <br />Co <br />Q0 <br />(�Qv <br />rnQo <br />A ' <br />N�C�BpD�C <br />g <br />cc <br />Ln <br />yam+ QP.1 <br />^.. <br />di <br />a1 C'cMCF <br />1(3 ° 'ire <br />U <br />U <br />U I— <br />❑ ❑ <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 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 />Z <br />O <br />t---r a--r O <br />r>-t M O <br />M <br />Q Ln - <br />12 to 'L d- <br />N Ln <br />d ro <br />IY U Q � <br />z E <br />(B <br />W O <br />W J0 <br />oz <br />�R <br />zaa <br />Ea <br />F- <br />a�� <br />OU <br />ww� <br />U0 z Z <br />J <br />a 0 J <br />O <br />FEF <br />W <br />� (WA^L z O <br />W <br />T�I <br />U <br />gz <br />�3 <br />D <br />N <br />z <br />� <br />;a <br />o <br />z <br />o <br />_ <br />a <br />�'m <br />Uj <br />JJ <br />o� <br />OR z��o <br />4 <br />-m <br />cV <br />wa <br />Z <br />OJ <br />Q <br />1 ` <br />G Q <br />Zoo <br />W <br />Lr) <br />> U � <br />J <br />W <br />LJ <br />ozu <br />�aF <br />ri <br />Q <br />Z <br />LU <br />¢� z <br />*k <br />Z <br />a jj <br />z <br />O <br />LU <br />J <br />Z <br />SCALE : AS NOTED <br />DATE ; 2/24/2014 <br />TECH: ERAND <br />VERSION N0. 2mO <br />SHEET NO. <br />8.0 <br />