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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. U-Llntels are manufactured with 5-1/2" long notches at the ends to accommodate <br />vertical call 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 L11 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 shoud be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load <br />Safe vertical load Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T <br />rEIN <br />(A (P 0 0 <br />0 (0 <br />.0 0 0 0 <br />8 81TF__14-0B/1T 8F16-0B/1T 8F16-1B/1T <br />'1� LJ 0 <br />8F20-0B/1T <br />8F44 1B/1T8F40 1B/1T BRF40 0B/1T 8F32 1B11T <br />J <br />FORM & GROUT SOLID <br />0 <br />) <br />�� #5 BAR CONT. <br />8F12-1B/1T <br />(0 <br />'V'LINTEL DETAIL <br />SCALE - N.T.S. <br />P <br />N <br />Me <br />- <br />me <br />02 <br />00 <br />so <br />E. <br />no <br />so <br />go <br />'m <br />TYPE DESIGNATION <br />5 REBAR <br />MIN. <br />AT TOP <br />(1) RECI'D <br />ALTERNATE POWERS <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />-1r2" <br />CLEAR <br />STEEL LINTEL <br />4 A <br />QTY. OF #5 <br />A <br />REBA @ BOTTOM <br />OF LINML CAVITY <br />4 <br />—..*-C.M.U. <br />#5 REBAR AT TOP <br />D_- <br />MIN. (1) REa 1-1/2" CLEAR <br />8F16- B/1T <br />4 <br />0 <br />> <br />6 <br />- <br />Z <br />ED <br />-0 <br />—GROUT <br />J <br />tNOMINAL, <br />E <br />QUANTITY OF <br />A <br />-#5 REBAR AT <br />0) 1— <br />#5 REBAR AT <br />WIDTH <br />0 <br />0 <br />BOTTOM OF <br />TOP <br />0 `1W <br />LINTEL CAVITY <br />Lu Lu 0 U) <br />C, 8 1- X Lu Z_� <br />NOMINAL- <br />_ZOTTOM <br />0 cr d 2 � <br />HEIGHT <br />REINFORCING <br />, PROVIDED IN <br />cr <br />ui > <br />3: #5 REBAR AT BOTTC <br />7-5/8"ACTUAL <br />8- NOMINAL WIDTR" <br />LINTEL <br /><1 AS INDICATED <br />E <br />(VARIES) <br />L-6 <br />MATERIALS <br />1. re precast lintals = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 361 aggregate and T'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 />7/32 wire per ASTM A510. <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 manufacturees specifications for Installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturees 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 plentcletails for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box Ilmels prior to <br />applying the cementItiuos coating. See contractor specifications <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />OL SEE PLAN <br />`F TMALL <br />T�1-8- KNOCKOUT COURSE <br />-f-A W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />SCALE: 1" = 1'-0" <br />5'-8" LL <br />LINTEL PLAN <br />SCALE: Y4"=1'-0" <br />0 U) <br />Z <br />Z W <br />Z0- <br />Z <br />Ul) 0 <br />Q) C-41 <br />4-J LU <br />U <br />0 LU <br />V) <br />E <br />C) <br />p <br />CN <br />4) M <br />LU <br />8 <br />ONOE <br />M 00 <br />-8 M, <br />09,0 <br />-r <br />6 LL CO <br />co <br />< <br />0 <br />_2L_\_ <br />C-1 <br />Z <br />�,o <br />r <br />OR <br />L-L <br />. 'A' U <br />U <br />FLd <br />te <br />To the best of the Engineer's knowledge, Information, and <br />belief, the structural plans and specifications contained <br />n t ese raw ngs comp V w t t a F or a u ng <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal Is only or the structural engineering portions o <br />the drawing pages bearing Engineer's signature and seal. <br />Z <br />0 <br />0-4 4-J C:) <br />V) — <br />=3 C:) <br />U-) <br />4-0 <br />Ln <br />d. V) <br />Z <br />0 <br />— Ln <br />Z U_ <br />Ce <br />'00 <br />Z E <br />Z <br />UJ F- <br />W %D <br />�5 <br />Z.< <br />UA.. <br />4�� <br />85 0 <br />Z <br />Ln <br />Z <br />Ln <br />0 <br />r.4 <br />U <br />LU <br />F _ <br />- <br />19 <br />;Z <br />0 id <br />_J <br />< <br />Z <br />Z <br />A Lu <br />LU <br />Ln <br />00 <br />cri <br />%D <br />Z <br />< <br />Z <br />< <br />Z <br />tu- <br />0 <br />LrJ <br />I <br />N <br />Z <br />rn. <br />T-4 <br />. 0. <br />1 (A I <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MJAMES <br />VERSION NO' 10 <br />SHEET NO. <br />8.0 <br />