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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. LI-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 LA 80. <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 should be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load <br />Safe vertical 16-a—d Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY I <br />M 0 E a <br />8F441B/lT8F401B/lT8RF40OB/lT8F321B/lT <br />OW <br />Ell <br />1 r-r— <br />F = FILLED WITH <br />EBAR <br />IN. <br />AT TOP <br />1) REQ'D <br />ALTERNATE POWERS <br />GROUT 1 U = UNFILLED <br />4 <br />R RECESSED <br />ICLEAR <br />STEEL LINTEL <br />QTY. OF #5 <br />A <br />F —RETA <br />SEL BCOATVTI <br />4 <br />0 F L I N7T TOYM <br />F- <br />4 <br />M.U. <br />#5 REBAR AT TOP <br />MIN. (1) RECI'D_ <br />1-1/2"CLEAR <br />F- <br />-i <br />8F16- B/1 T <br />0 <br />*\\,--C.M.U. <br />tNOMINAL. t <br />Z <br />—GROUT <br />a-, <br />QUANTITY OF <br />#5 REBAR AT <br />4 <br />L_All� <br />-4t5 REBAR AT <br />BOTTOM OF <br />SO i- I <br />120 ull <br />WIDTH <br />TOP <br />0 <br />0 0-* <br />LINTEL CAVITY <br />LLl - 6 to <br />00�— <br />NOMINAL- <br />-BOTTOM <br />um, - <br />00 <br />Z� <br />HEIGHT <br />REINFORCING <br />< d <br />7-5/8"ACTUAL <br />� PROVIDED IN <br />X 7� <br />LU u) <br />> <br />8- NOMINAL WIDTH " <br />LINTEL <br />3: g <br />t; 3*5 UM, <br />, <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />ao ii <br />a <br />MATERIALS <br />77Fc_p_r_e_cai = 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 1 V 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 A51 0. <br />8. Mortar per ASTM C270 type M or S. <br />L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />L NTEL 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 />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) <br />USP MSTAM36 STRAPS EACH STUD <br />((1) STRAPS EACH SIDE) CENTERED <br />W/ (13) 10d NAILS & (8) Y4" TITENS <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) USP MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y2" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <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 planidetails 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 />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />OL SEE PLAN <br />'F T/WALL <br />-[1---8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />SCALE: 1" = V-0" <br />6-8" LL <br />LINTEL PLAN� <br />SCALE: Y4"= V-0" I <br />0 tp <br />(D <br />a_ <br />V) 0 <br />Q) C—/) <br />4--J UJ <br />U <br />0 UJ <br />011 <br />V) <br />0 <br />0 <br />U171 <br />U <br />C\1 <br />WCO <br />UJ <br />NEEk E <br />0 <br />ce) <br />cl) <br />0 C\J <br />q <br />3Z a) <br />U VW) <br />0 <br />r- 00 <br />S �� <br />0 r- <br />CLI <br />< <br />U) CL 0 <br />ur) OT <br />CL <br />A <br />I <br />11 C, D, C <br />B <br />D. <br />q) <br />c� <br />Z <br />Z ce) <br />IRE <br />M'i 11A.r <br />W cLL <br />, A& <br />LU <br />Z A <br />_Yo010 <br />LL R.49 0 '. , �1,, <br />W 'A Z, " tl #111flipp <br />_J <br />V . <br />d (D <br />0 <br />0 El 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 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 />Z <br />0a) r- <br />�--4 4-J (=) <br />U0 1 53 t 0 c) <br />> U) C:) <br />U-) <br />Z <br />L11 N <br />5- a) Ln <br />< L I U_ <br />C)L <br />V7<7 <br />� <br />iy- U CL OC) <br />Z <br />Z <br />< E <br />Z <br />Lu C:) <br />_J C:) <br />W tD <br />0 0 <br />Lu <br />Z <br />Z <br />U 0 <br />EZ <br />2 W L) <br />LM <br />!E M Z Z <br />0 L4 Z <br />2 Z L-L <br />00� <br />2 <br />8 <br />Z 0 <br />(LNU <br />Z 0 <br />>< U <br />Lr) <br />Z <br />Z <br />0 <br />-0 <br />N <br />3t <br />D <br />Lr) <br />Z <br />> <br />0 <br />U <br />_J <br />LU <br />< <br />U1 <br />0 <br />OZ <br />0 <br />Z <br />ra <br />Z <br />1Z, <br />cl� <br />N <br />< <br />UJ e <br />0 <br />Z <br />Z <br />Lij <br />N <br />ul <br />Lij <br />6i <br />2: <br />=0 <br />0 Z 8 <br />E2 < <br />< <br />< <br />Z <br />< LU Z <br />cn <br />Z <br />Z <br />t <br />24, <br />V) Z <br />0 <br />0 <br />Z <br />LU <br />r-) <br />7­4 <br />CL <br />Ul) <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MJAMES <br />VERSION No' 10 <br />SHEEIF NO. <br />8.0 <br />N <br />I <br />