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LO <br />00 <br />C:$ <br />to <br />LO <br />LO <br />Ln <br />C:p <br />C14 <br />C) <br />00 <br />1`10 <br />C-4 <br />C <br />LID <br />00 <br />C:) <br />LO <br />X) <br />C=) <br />9 <br />r- <br />co <br />I") <br />CN <br />C:) <br />I <br />C14 <br />Cq <br />LO <br />Lo <br />V) <br />C14 <br />c1q <br />CD <br />CL <br />E <br />E <br />CID <br />I= <br />Z <br />P <br />Z <br />W <br />CAP <br />,55 <br />C14 <br />1714 <br />C14 <br />C14 <br />C14 <br />C:) <br />C14 <br />C14 <br />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 andlor 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 17'-4" and <br />longer with a nominal height of 8" meet or exceed 180. <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />7. 7132" 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.20-0630.16 and 20-0630.15. <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. 1 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 load Safe horizontal load .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />1111 1 <br />8RF14-1B/1T8RF14-0B/1T 8F16-J 8F1 - /1 <br />81=20-0/11T <br />8F44 I B/1T8F40 1B/1T 8RF400B/1T 81`32 1B/1T <br />(9 e (9 (9 <br />FORM & GROUT SOLID <br />-7-+ <br />4- < <br />0' <br />�__#5 BAR CONT. <br />81`12-111311T <br />(0 <br />W" LINTEL DETAIL <br />SCALE = N.T-S. <br />M <br />N <br />M0 <br />a <br />M <br />M <br />M <br />0 <br />.0mm <br />10 <br />III IN <br />MEN <br />M <br />0 <br />0 <br />M <br />lllll�mm <br />E�m <br />I III! IIIIIIII 111 11 11111 Jill <br />11I 1 11 1111 Jill <br />TYPE DESIGNATI N <br />F = FILLED WITH <br />GROUT/ U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />< <br />uJ <br />1 6-i'B/1 T <br />Z <br />�6 <br />0 <br />Z <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMIJ <br />0 <br />HEIGHT <br />L <br />- <br />TI AT TOP <br />MIN. (1) REQ'D ALTERNATE POWERS <br />4 AJ <br />EAR <br />N STEEL LINTEL <br />A <br />4 -.*-C.M-U. #5 REBAR AT TOP��- <br />A 4 MIN. (1) REQ'D- 1-112" CLEAR <br />A L A <br />-GROUT <br />U) <br />REBAR AT <br />W <br />F_ <br />0 BOTTOM OF <br />0 <br />Z, <br />u, o, <br />6, <br />AVIT <br />LINTEL C y <br />'-*-BOTTOM <br />C) 0 _1 <br />A <br />.0 j 0 �Lu <br />REINFORCING <br />< d <br />7-5/8"ACTUAL ,-PROVIDED IN <br />�= 6 Lu <br />Z <br />> <br />qOMINALWIDTH ' LINTEL <br />< - b <br />60 <br />-0 .4 <br />-#5 REBAR AT B( <br />(VARIES) <br />1- Lu 0 <br />i�5 x 0- <br />AS INDICATED <br />MATERIALS <br />T7Tc`_pr_ec_a77irteIs = 3500 psi. <br />2. f'c prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f'g = 3000 psi w/ <br />4. maximum 3/8" aggregate and 8" to 1 V slump. <br />5. Concrete masonry units (CMU) per ASTM C90 wl <br />minimum net area compressive strength = 1900 psi. <br />6. Rebar per ASTI A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7/32 wire per ASTI 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 />I I THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />APPROVED WITHOUT ENGINEERING LIETTJ IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />2x8 #2 SPF STUDS @ 16" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAPS EACH <br />STUD ((1) STRAPS EACH SIDE) <br />CENTERED W1 (13) 111 NAILS& (8) Y4" <br />TITENS <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) 1 MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y2" EPDXY ANCHOR OR Y2" <br />JBOLT 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.1 <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 pfan/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 />UCTURAL SHEATHING <br />ACHED PER NAILING <br />IEDULE <br />E PLAN <br />VALL <br />NOCKOUT COURSE <br />1) #5 CONT. <br />PLAN FOR FILLED CELL <br />CING <br />WALL SPLICE DETAIL <br />SCALE: 1" = l'-O" <br />LINTEL PLAN NOTES: <br />1 THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />4'-6" LL <br />MIN. <br />A <br />LINTEL PLAN - ELEV-Al <br />SCALE: )/4"=1"-0" <br />C= <br />0. <br />0 <br />so co <br />CL 0 N <br />a- CO >< <br />M LL. <br />-0 0 <br />C N -C <br />M 0 <br />L) _0 N <br />C, a) a) a) <br />C: <br />D-S-- <br />E <br />a) -0 <br />C: <br />> <br />0_0 <br />M (n 0 0 <br />> <br />> 0 JJ <br />C%J <br />C14 <br />2! <br />C14 <br />C5 <br />1_4 <br />; <br />j <br />To the best of the Engineers knowledge. information and belief, <br />the struct ral plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. 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