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GENERAL INSTALLATION N TES <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 IT-4" and <br />longer with a nominal height of 8" meet or exceed Ul 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 Ileu 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 <br />Safe vertical I Safe horizontal lo;-d- 0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 81`32 1 B/1 T <br />elm <br />0 <br />W <br />AL <br />M <br />MEL= <br />0 <br />I <br />mom <br />MEMO <br />NUA <br />Kamm <br />_%�M <br />8F24-1B/1T <br />T <br />TYPE DESIGNAPON <br />REBAR <br />MIN. <br />AT TOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R RECESSED <br />-112" <br />CLEAR <br />STEEL LINTEL <br />— <br />4 4j <br />4 <br />QTY. OF #5 <br />— <br />0 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />4 <br />4 <br />—,N*—C.M.U. <br />#5 REBAR AT TOP — v <br />MIN.(1)RECl'D_— <br />1-1/2" CLEAR <br />i tj- EB/1 T <br />2 <br />00 <br />i�s <br />6 <br />2 <br />4 <br />4 <br />—GROUT <br />QUANTITY OF <br />tNOMINAL. t <br />A <br />-45 REBAR AT <br />LO Lo <br />-, En - I <br />W, <br />WIDTH #5 REBAR AT <br />0 <br />BOTTOM OF <br />a. 0 - lv�__ <br />UJ 0 tn_ 01 <br />TOP <br />0 "W <br />LINTEL CAVITY <br />Lu <br />5 08,7 Z_� <br />Lu <br />NOMINAL- <br />-BOTTOM <br />HEIGHT <br />REINFORCING <br />0 M <br />7-5/8"ACT <br />PROVIDED IN <br />Z 0 LIJ a <br />—#5 REBAR AT BOTTC <br />8"NOMINALWID <br />LINTEL <br />OS2 <br />92 W 0 <1 <br />�. N, <br />AS INDICATED <br />(VARIES) <br />X (L 41 <br />MATERIALS <br />1. rc prece tels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum &8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 wt <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 />B. 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/ (113) 1 Od 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 manufacturers 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 plarddetails 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 />o,L SEE PLAN <br />`F T/VVALL <br />8" KNOCKOUT COURSE <br />W1 (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />1\� SCALE: 1" = 1'-0" <br />5'-10" LL <br />�E <br />5'-8" LL <br />(A) <br />5'-8" LL <br />/ 0A <br />171-40- LL <br />(E) MIN. <br />5-8" LL <br />OA <br />LINTEL PLAN� <br />SCALE: Y4"=V-0" <br />(D LO <br />Z <br />—8 <br />Zo <br />ZCL <br />V1 (D <br />Z <br />a) <br />C-13 <br />4--J Lu <br />0 U-i <br />E <br />Z:) <br />C, <br />00 <br />C) <br />UJI <br />E <br />OEM <br />C14 <br />4) CI) <br />CD M <br />a 'a C, <br />J! -0 - <br />0 *r_ C14 <br />.20 <br />S <br />I0 <br />LL Go <br />5 -oo <br />M <br />CL� <br />< Cn <br />in 0 t <br />A I <br />R 6C <br />3VL <br />Z <br />5�� ZE <br />.4 C9 <br />LLJ <br />U <br />L <br />A <br />Z 0,00 <br />t9 <br />LLW <br />Cj ....... <br />'will, <br />To the best of the Engineer's knowledge, information, and <br />belief, the structura I 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 />0 <br />Z <br />0 <br />" 4-1 C:) <br />U0 to <br />U-) <br />C <br />(U —0 Ln <br />U_ <br />ce_ U <br />Z < 00 <br />Z E <br />Z fu <br />_j C:) <br />W M F— <br />110 <br />LU <br />zoo <br />�=u <br />ZdLUX <br />�2 Z� <br />� <br />0 Lu <br />U c1d <br />Co <br />Z Z <br />8 <br />Ln <br />Z <br />H <br />Z <br />-a <br />U-) <br />> <br />Lr) <br />rq <br />< <br />0 <br />U <br />V) <br />_j <br />LU <br />�uj <br />U_ <br />g � <br />5 r- <br />6 <br />rj <br />LU 0 <br />Z <br />r-4 <br />U, Ce <br />ow <br />Z <br />LU <br />117114 <br />Ln <br />Lli <br />Z <br />� CY LL <br />dFig <br />< Q,�:) <br />C8 <br />2.� �i <br />LU F� 8 <br />Cal <br />Z <br />Z <br />0 <br />rn <br />0- <br />1 V) I <br />Lu <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: FLORES <br />VERSION No' 10 <br />SHEET NO. <br />8.0 <br />