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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 174" and <br />longer with a nominal height of 8" most 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 veritc:al (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 />Safe vertical loa Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />8F8-1B/1T 8F8-0B/1T B/ <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY <br />: Y00 <br />8RF6-0B/1TO OOO <br />8RF14 16/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1131/17 <br />8F44 1 BIT 8F40 1 B/1T 8RF40OB11T SF321B/1T <br />® © ® 8 <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />s <br />S2 <br />w <br />8F 16- <br />B/1 T <br />< z <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMIN <br />HEIGHT <br />MATERIALS <br />T7fc_pr_e_ca0TnteIs = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 3W 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 A616 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 />O O O O <br />8F20-0B/1T 8F20-113/1T <br />8F20-1 B-2T <br />BF24-1BAT <br />T <br />#SREBAR ATALTERNATE POWERS <br />aD <br />MIN. (1) REQ'D <br />CLE RE <br />0 R STEEL LINTEL <br />°a <br />a <br />° M.U. #5 REBAR AT TOP <br />e ° e MIN. (1) REQ'D ° d 1-1/2" CLEAR <br />° e a GROUT <br />D <br />J = <br />Q 11 <br />C.M.I <br />-46 REBAR AT <br />= —y I-ii <br />_ <br />4 <br />° O BOTTOM OF <br />w <br />r!j Z W <br />LINTEL CAVITY <br />a W o co <br />1 \a <br />-BOTTOM <br />o ci <br />Q o L <br />REINFORCING <br />< k'O <br />� � <br />"ACTUAL PROVIDED IN <br />FO WIDTH LINTEL <br />LL w d ^ <br />7d .i7 3 <br />D 4 D <br />REBAR AT E <br />(VARIES) <br />ai u7 WX a `✓ <br />�, <° <br />AS INDICATED <br />. <br />° <br />a <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 manufactureds speciflcatlons for installation. <br />2. Contractor to provide proper protection of lintel to prevent nesting. <br />Refer to manufacturer's specifications. <br />3. If lintel 1s 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 />4'-0" LL <br />O <br />V-10" LL <br />O <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />01120 <br />zo <br />Z <br />Q <br />J <br />t2 <br />Z <br />C <br />W <br />.-.J LU <br />U — <br />O LJJ CLI <br />E <br />0 <br />to <br />c%i <br />o 0 <br />1—' <br />U <br />m n. <br />a)M <br />w <br />f- O <br />U <br />0�� <br />O O N <br />Ot0 <br />- LL <br />00 <br />Ly Y <br />Q 0 <br />Lo CL <br />< O <br />A' <br />N-C-B�D.0 <br />n <br />N <br />' co C�r <br />Z'" pAl� <br />J;ZZ <br />co��.o�r <br />z ' MN occ �0 <br />d <br />y;�dps.�g Q` <br />O D <br />0 <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 />O <br />Z N <br />O N n <br />F--i a--+ p <br />►>-+HMO <br />M <br />Q -fU Lr) <br />f1 to L �' <br />Q L_ U_ <br />>- <br />I— . M <br />IY V (a ,-I <br />00 <br />Q E <br />�S <br />t13 <br />Z <br />W �� <br />d- <br />�z <br />za <br />f ¢ <br />¢�� <br />UZoa <br />U <br />¢ UI <br />_ z <br />2 <br />0 J g <br />W O <br />L <br />O <br />r O <br />VV//LL <br />T-4 <br />U <br />�A/� <br />3a <br />�3 <br />cu <br />1 ) <br />Z <br />zF <br />� <br />� <br />U <br />_ <br />a_LLJ <br />Lj <br />w <br />J M <br />F <br />Z <br />d m a <br />cV <br />f� <br />J <br />U, <br />¢¢� <br />Z <br />N.=Ito <br />�Xo <br />W <br />Ln <br />LL1 <br />a <br />a <br />LU <br />0 <br />Q a <br />00 <br />1,0 <br />a <br />Z <br />z <br />W o o <br />¢wz <br />a <br />N <br />o <br />I� <br />Z <br />LU <br />¢ o <br />W <br />� <br />Q.0 <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION NO. 10 <br />SHEET NO. <br />8.0 <br />